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Product pproval Menu > Product orAopiication Search > Application List > Application Detail
FL #
FL17022-R7
Application Type
Revision
Code Version
2017
Application Status
Approved
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
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
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 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 04/22/2024
Validated By Zachary R. Priest, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL17022 R7 COT FL 17022.1 5 V CRIMP _csr,pdf
Standard
TAS 125
U L 1897
UL 580
Year
2003
2012
2006
Sections from the Code
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8/28/202-0
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
08/18/2017
08/25/2017
08/28/2017
10/10/2017
FL # Model, Number or Name 1 Description '
17022.1 1 - "5V Crimp" (R6) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
j mechanically attached to 15/32" plywood or Wood Deck with ,
I fasteners s
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 MVHZ: Yes j 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 ssrpdf
} assembly in compliance with the installation method listed in Created by Independent Third Party: Yes
i this report and applicable code sections of FBC. Refer to
manufacturer's installation instructions.
17022.2 12 - "5V Crimp" (R6)
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 ssrpdf
Verified By: Locke Bowden, RE. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022,2 5 V CRIMP 0.032 ALUM ssr.pdf
Created by Independent Third Party: Yes
117022.3 13 - "1.5" Mechanical Seam" (R5) 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
j with clips and fasteners.
i 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 ssrpdf
Impact Resistant: No Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes
ath—1 Refer to evaluation report for conditions and limitationm Gv*Iuation rtoports
of use. Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.3 1.5 MECHANICAL
method listed in this report and applicable code sections of seam 24ga ssrpdf
FBC. Refer to manufacturer's installation Instructions. Created by Independent Third Party: Yes
17022.4
4 - "1.5" Mechanical Seam" (115)
i 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 ssr p-df
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
4 Design Pressure: +N/A/ -Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions and limitations
Evaluation Reports
of use. Install the assembly in compliance with the installation
FL17022 R7 AE FL 17022A MECHANCIAL SEAM
method listed in this report and applicable code sections of
ALUMINUM ssr.pd
FBC. Refer to manufacturer's installation instructions.
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 j
jpanel 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, RE. 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 limitations FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr,pdd
of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes
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8/28/2020
Florida Building Code Online
method listed in this report and applicable code sections of
FBC. Refer to manufacturers installation instructions.
117022.6 6 - "1 in. Nail Strip" (115) 1" rib height, 16" wide, 0.032" aluminum, standing seam roofI I i '
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 in this report and applicable code sections of
FBC. Refer to manufacturer's installation instructions.
Installation Instructions
FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.W f
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0,032
ALUM ssrpdf
Created by Independent Third Party: Yes
17022.7 7 - "1.5 in. Nail Strip" (115) p 1.5" rib height, 19" 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
Impact Resistant: No
Design Pressure: +N/AJ 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" (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.
17022.9 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 inotattation
method listed in this report and applicable code sections of
FBC. Refer to manufacturers installation instructions.
Installation Instructions
FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssrpdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssrpdf
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
FL17022 R7 II FL 177022.8 EMAX Rib ssrpd
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 177022.8 EMAX Rib ssr12d
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 ssrpdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.9 PBR RIB ssrpdf
Crcatod by Independent Third Party: Yon
Contact Us :: 226(1 Blair $tone Road. Tallahassee FL 32399 Phone: 850.-487-1824
The State of Florida is an AA/EEO employer. CopyL9ht 2007-2013 State of Florida, :: 1dy_ v Statement :: Accessibility, Statement :: Refund Stateme
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 by traditional mall. 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 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 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:
FWErfr:k
Credit Carl
safe
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Paim City, Fl. 34990
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 Soto 250 7o4.2
Yield strength: 50 ksi min.; Attached to Fg9n. I5 f �V° p�, Vujood a V�J7goo c
Deck w/ min. 0.42 specific gravity with s c. v oe,n,,s. °° Czo,&ova. gge
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Bodo 1507.4.3
Fastener 1(Method 1 Attachment) #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
3/16" earn. 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 F(Rad wood screw* to
penetrate 3/16" min. thru deck or S/8" embedment into wood plank. Q` w sufficient length
to meet requirements)
Underlayment: To be compliant wish FBC Sec. Cwarc UNNY.12
�iape: Shall be in compliance with FBC Sec. 1507.
See Fastener attachment specifications above
Install Details: Table A Allowable Loads
METHOD 1
METHOD-1-
PVfb1E7HOD 3
METHOD 4
DESIGN PRESSURE*
-86 PSF
-93.5 PSF
- 02 PSF
-228 PSF
ROW SPACING
16" ooc.
16" o.c.
-°° ax-
6" o.c.
FASTENER SPACING ALONG Panel width)
12" o.c.
12" o.c.
22", U.C.
12" o.c.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report DI5893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/W15
TAS 125-03 Test Report D05893.02-450-18 07/2t/Z4
*EQUIVALENCY-UL 1897-04 is equivalent to teat standard UL 189%2 *Design pressure margin ciza ety 2:1
Locke Bowden, R.E. does not have, not will acquire a financial intpt� P e Fcg�q ►6kfacturing or calk ruing products
under this evaluation. Jew
Locke Bowden, P.E. is not owned, operate`, cop controlled by any coaipa►VprrAWfb4- tunes, ortstributing products under this
repom ..
FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof panel -Details
Limitations:
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 60h 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.
Fasteners -
#9 x 1-1/2" Min. or
#10 X 1.112" Min. perTab/e A" for Row 5-V Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
71 do -
Deck:
15/3T or greater Plywood, or
Wood plank
:14n
3/8"
""— 40F'TtONAt. STWATIEONS
Panel Profile
Nominal 12" Nominal 12"
O.C. G.C.
Fasten
9 x 1-1/2" Min. or #10 X 1-1/2" Min. per
Table "A" Hex Washer Head Screw
Panel Spaced 12" o.c. across the Panel Width
Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
- Wood plank