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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 FL17022 R7 COT FL 17022.1 5 V CRIMP ssr,pdf
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
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8/28/202-0 Florida Building Code Online
Product Approval Method Method 1 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"(R6) 26 Gauge steel,3/8"rib height,24"wide lapped roof panel
I mechanically attached to 15/32"plywood or Wood Deck with
i
I 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 MVHZ: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
i this report and applicable code sections of FBC. Refer to
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
fasteners �ttt
Limits of Use Installation Instructions #
Approved for use In HVHZ:No FL17022 R7 II FL 17022,2 5 V CRIMP 0.032 ALUM ssrpdf 4
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 i
Other:Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022,2 5 V CRIMP 0.032 ALUM ssr.pdf f
assembly in compliance with the installation method listed in Created by Independent Third Party: Yes l
!this.report and applicable code sections of FBC.Refer to w
manufacturer's installation instructions.
17022.3 3-"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.
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 Iimitationm 6vwluatlon 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 s
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 ssrpdf
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
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,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,pd
of use.Install the assembly in compliance with the installation Created by Independent Third Party: Yes
I
i
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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.
17022.6 6-"1 in. Nail Strip"(115) 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 UseW�- i Installation instructions
Approved for use in HVHZ: No FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032
Approved for use outside HVHZ:Yes ALUM ssrpdf
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 limitations Evaluation Reports
of use.Install the assembly in compliance with the installation FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0,032
method listed in this report and applicable code sections of ALUM ssrpdf
}FBC.Refer to manufacturer's Installation instructions. Created by Independent Third Party:Yes
17022.7 7-"1.5 in. Nail Strip"(115) 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 Installation Instructions l
Approved for use in HVHZ: No FL17022 R7 II FL 17022.7 1.5 Nall Strip 26GA ssrpdf
( Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704
i Impact Resistant: No } Created by Independent Third Party: Yes
( Design Pressure: +N/AJ Table A Evaluation Reports
I Other: Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssrpdf I
of use.Install the assembly in compliance with the installation Created by Independent Third Party: Yes
method listed in this report and applicable code sections of
FBC.Refer to manufacturer's installation instructions. � ^
17022.8 iL}8-"EMAX Rib" (R5) 29 gauge steel, lapped roof panel mechanically attached to
I _ 15/32"plywood or wood deck with exposed fasteners.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R7 II FL 177022.8 EMAX Rib ssrpd
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 and limitations FL17022 R7 AE FL 177022.8 EMAX Rib ssr12d
of use. Install the assembly in compliance with the installation Created by Independent Third Party: Yes I
method listed in this report and applicable code sections of
FBC. Refer to manufacturer's installation instructions.
17022.9 j 9 PBR MAX"(115) 26 gauge steel, lapped roof panel mechanically attached to
t
15/32"plywood or wood deck with exposed fasteners,
Limits of Use Installation Instructions _M ___ __ _ i
Approved for use in HVHZ: No FL17022 R7 II FL 17022.9 PBR RIB 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 and limitations ( FL17022 R7 AE FL 17022.9 PBR RIB ssrpdf }
,of ease. Install the assembly in compliance with the insta(lation (( Crcatod by Independent Third Party: Yon
I method listed in this report and applicable code sections of
}FBC.Refer to manufacturers installation instructions. $
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 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 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:
Fig Erfr:k
Credit Carl
safe
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Troduct Report, Manufa--,ttjrer: Extreme Metal Fabricators, LLC.1
Mo SW Poma Drive
Paim 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 Soto 250 7o4.2
Yield strength: 50 ksl min.; Attached to Fg9n. 15 f,2' p�,Vusood a ,J,ooc
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 Soo. 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 Soo. Cwarc U5002P AL
�iape: Shall be in compliance with FBC Sec. 1507.
See Fastener attachment specifications above
install Detalfs: Table A Allowable Loads METHOD 1 METHOD 2 MbUH013 3 METHOD 4
DESIGN PRESSURE* -86 PSF -93.5 PSF o2 02 PSF -228 PSF
ROW SPACING 16"ooc. 16" o.c. 8, D.C. 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 J.
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 1897-1 *Design pressure margin ci za ety 2:1
t! i t 1 FI r
Locke Bowden,R.E.does not have,not will acquire a financial int q a' g 040n.*facturing or c3kg ruing products
under this evaluation. !r, I e <w
Locke Bowden,P.E.is not owned,operate`,cop controlled by any coaipa►V;jm6 ifa4tures,ortstributing products under this
report. ..
/117
1,40
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
do -
Deck:
15/3T or greater Plywood,or
Wood plank
24"
3/8"
i f
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