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FLaduct A vai Menu a Product or Anolicatien 50a hh > Aoollcatlon List > Application Detail:
FL #
FL17022-R7
Application Type
Revision
Code Version
2017
Application Status
Approved
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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
flvalidation@yahoo.com
Authorized Signature Richard McKuhen
fl va lida tion @ya hoo.com
Technical Representative Richard McKuhen
Address/Phone/Emaii 2160 SW Poma Drive
Palm City, Ft. 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 Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida 1ngineer 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 17,022.1 5 V CRIMP ssryd
Referenced Standard and Year (of Standard) Standard Year
TAS 125 2003
UL1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
08/16/2017
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
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
Installation Instructions
FL17022 R7 11 F�..17022.1 5 V CRIMP ssr.pof
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
ELL7022 R7 AE FL 17022.1 5 V CRIMP ssnod
Created by Independent Third Party: Yes
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
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
Installation instructions
FL17022 R7 IT F .2 IMP M sar. f
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
F 17 7 AE FL 17022.2 5 V CRIMP 0.032 AL M ssr.odf
Created by Independent Third Party: Yes
manufacturer's installation instructions.
17022.3
3 - "15' 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
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.
FL17022 R I FL 17022.3 1.5 MECHANICAL
seam 24ga ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
EL17022 R7 AE FU 17022.31.5 MECHANICAL
seam 24ga 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 Wood
Deck with clips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17022_R7 II FL 17022.4 MECHANGIAL SEAM
ALUMINUM $2r.odf
Verified By: Locke Bowden, P.E. 49704
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.
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL.17022.4 MECHANCIAL SEAM
ALUMINUM ssr.odf
Created by Independent Third Party: Yes
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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Installation Instructions
FL17022 R7 11 Fl. 17Q2.5 1,0 NAIL TRIP ssr,pdf
Verified By: Locke Bowden, P.E. 49704
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
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.pdf
Created by Independent Third Party: Yes
sections of FBC, Refer to manufacturer's installation
instructions,
17022.6 6 - "l 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
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 is this report and applicable code
sections of FBC. Refer to manufacturer's installation
instructions,
17022.7 17 - "1.5 in. Nail Strip" (R5)
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.
17022.8 18 - "EMAX Rib" (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.
17022.9 19 - " PBR MAX" (R5)
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.
Installation Instructions
FL17022 R7 11 FL 17022,6 1.0 NAIL STRIP 0,032
ALUM ssr.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17027.6 1.0 NAIL STRIP 0.032
ALUM ssr.od
Created by Independent Third Party: Yes
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
EL1702 R7 II FL 17022.7 1.5 Nail Strip A r. f
Verified By: Locke Bowden, P.E. 49704
Created by independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE A 11022.7 1.5 Nail Strio 26GA ssr.ndf
Created by Independent Third Party: Yes
29 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or wood deck with exposed fasteners.
Installation Instructions
EL17022 R7 JI FL 177022,8 FMAXi
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 177022.8 EMAX Rib ssr.nrif
Created by Independent Third Party: Yes
26 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or wood deck with exposed fasteners.
Installation Instructions
FL17022 R7 II FL 17022,9 PBR RIB ssr,pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 _AE FL 11022.9 PBR RIB ssr.odf
Created by Independent Third Party: Yes
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Contact Us :- 2601 Blair Stone ll Tallahassee FL 32399 Phone: 950-4877-,1824
The State of Florida is an AA/EEO employer. Cowriaht 2007-2013 State of Florida.:: FLUA v Statement 7; 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
mail to this entity. instead, contact the office by phone or €1y traditional mail. If you have any questions, please contact 350.487.1395. *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 emails
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 ema4 address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick hire .
Product Approval Accepts:
®O ® M.E
Credi' Card
Safe
Palm City, FL 34990
(772)872-8034
Compliant with Florida Building Code 2017 (6th 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): #20 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.
12" o.c.
12" o.c.
12" a.c.
FASTENER SIZE 1
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-04' Test Report CIb893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/28/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY--UL 1897-04 is equivalent to test standard UL 1897-1 *Design
,,,ti ��}ri�r�
pressure margin of safety 2.1
Locke Bowden, P.E. does not have, not will acquire a financial in ?rk �r ��cR r�ym�ip�facturing or distributing products
under this evaluation. . r
Locke Bowden, P.E. is not owned, operated, or controlled by atAr copipaft)rnbfWf& tures, or distributing products under this
report. • • ,
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fl r • S r 1 L' • ���+� Il ' /
.,o�ti•�car,P�,.
'ONA1. �.•.+-"'
Limitations: FL.17022.1 5V Crimp (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 61 G20-3. 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 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.
T5I3Z' or greater Plywood, or
Mod plank
14-
12"
3J8"
oQnowAL arRa,TIOW3
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
9 X 1-112" Min. or #10 X 1-112" Min. per
able "A" Hex WEasher Head Screw
Panel Spaced 12" o.c. across the Panel Width
Refer toiable "A" for Spacing Along Panel
Overlap Length
Deck-15132" or greater
Plywood, or
- Wood plank