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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
fivalidation@yahoo.com
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
nchard@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
6 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Evaluation Report LOCKE BOWDEN
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.
tO Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr R4f
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
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
FL O Nodal,Number or Name Description
17022.1 1 1-"SV Crimp-(116) T 26 Gauge steel,3/8"rib height,24"wide lapped roof panel mechanically attached to
15/32"plywood or Wood Deck with fasteners
..-......_... --
mits of Use Installation Instructions
Approved for use in HVHZ:No Fl 17022 R7 II FL 17�2 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 assembly In compliance FI 170 2 R7 AE FL 17022.1 5 V CRIMP ssr.Ddf
with the Installation method listed in this report and applicable code sections of FBC. Created by Independent Third Party:Yes
Refer to manufacturer's installation instructions.
17022.2 12-"SV 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 It FL 17022.2 5 V CRIMP 0,032 ALLIM 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 assembly in compliance FI 17022 R7 AE FL 17022.2 5 V CRIMP 0,032 ALUM ssr.pdf
with the installation method listed in this report and applicable code sections of FBC. Created by Independent Third Party:Yes
Refer to manufacturer's Installation instructions.
17022.3 3-"1.5"Mechanical Seam"(RS) 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 seam 24ga 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 of use.Install the F'"^^^ ^^ "` FL 17022.3 t_.c MECHANICAL seam gagasrDdf s .
assembly in compliance with the installation method listed In this report and applicable Created by Independent Third Party:Yes
code sections of FBC.Refer to manufacturer's installation instructions.
17022.4 i 4-"1.5"Mechanical Seam"(RS) 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 FL ^
^^^ R7 11 F "^ ME
"4 -""""-tee cceM ALUMINUM IMrN11M ssr,_od_F
Approved for use outside HVHZ:Yes VerifiedBy: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 of use.Install the F' '"^^^ "' "` F 17022.4 M cru ANCIAL SEAM ALUMINUM ssr.pdf
assembly in compliance with the installation method listed In this report and applicable Created by Independent Third Party:Yes
code sections of FBC.Refer to manufacturer's installation instructions.
........................................................_............................................_......._...................._.............................................................._....._........._......................................
.
17022.5 15-"1 in.Nall 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.
. . . ................_.............................. .J._...._........_._...._........_._.._..._.................._............................._.............._._. .................._........._........._.......__......_.........__........_........_..-__._...................._.._.._-
._......__......_........_
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17022 R7 II FL 17022 S 1 0 NAIL STRIP 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 of use.Install the F'17022 "' "s E " S 1.0 NAI SIaL2sr s .pdf
assembly In compliance with the Installation method listed In this report and applicable Created by Independent Third Party:Yes
code sections of FBC.Refer to manufacturer's installation instructions.
_.........._....._........_.._._......_._.............I......_............... .................................................._..__....._.........._........_......._..............................._......._..........._._..._........_._'---........._......._....._......._.._.................__.............................................._.................._......_.............................................
.......
17022.6 6-"1 In.Nail Strip"(RS) 1"rib height,16'wide,0.032"aluminum,standing seam roof panel mechanically
i attached to attached to 15/32"plywood or Wood Deck with fasteners,
Limits of Use Installation Instructions
Approved for use in HVHZ:NO F 17022 R7 11 FL 17022.6 . n NAIL STRIP 0.032 et I IM ssr Rd
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 of use.Install the F'17022 "' "` FL 17022.6 1.0 NAIL STRIP 0.03 ALUM IM ssr.Ddf
assembly in compliance with the installation method listed in this report and applicable Created by Independent Third Party:Yes
code sections of FBC.Refer to manufacturer's installation Instructions.
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
Approved for use in HVHZ:No FL 17022 R7 11 FL 17022.7 1.5 Nail Strip 26GA ssr j&
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 of use.Install the FI 17022 R7 AE FL 17022 7 1.5 Nail Strip 26GA ssr.pdf
assembly In compliance with the Installation method listed in this report and applicable Created by Independent Third Party:Yes
code sections of FBC.Refer to manufacturer's installation instructions.
........._....................--....._..................._........_........_..._.__......................................__•_....._.....
..._...._........_......__........._....._.........................._........__.r..........._........... . ....................._.........................................._. ......_._...._._.__......_._......_......_ _......._.. ......__...._.._............._......._...._........_
...
17022.8 8-"EMAX Rib"(RS) 29 gauge steel,lapped roof panel mechanically attached to 15/32"plywood or wood
deck with exposed fasteners.
Limits of Use Installation Instructions
j Approved for use In HVHZ:No F'17022 R7 11 FL Rdf
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 of use.Install the FL17022 R7 AE FL 177022 8 EMAX Rib ssr.pdf
assembly in compliance with the installation method listed in this report and applicable Created by Independent Third Party:Yes
code sections of FBC.Refer to manufacturer's installation instructions.
._..._..........._....................._....._.......__........._......_..................._..........._..._..._.......__....._
17022.9 9-"PBR MAX"(R5) 26 gauge steel,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 FI 17072 R7 11 FL 17022 o PBR RIB ssr.adf
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 of use.Install the F'17022 R7 "` FL 17022.9 PAR RIB «"odf
assembly In compliance with the installation method listed in this report and applicable Created by Independent Third Party:Yes
code sections of FBC.Refer to manufacturer's installation instructions.
Back Neat
Contact Us::2601 War Stone Road Tallahassee FL 32399 Phone:850-487.1824
The state of Florida Is an AA/EEO employer.rmyjl ht,oa7-2o13 State of Florida ::Pdvaty Statement::Accessibl111v 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 mall to this entity.instead,contact the offim by phone or by
traditional mail.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 small address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click 13910L.
Product Approval Aa pb:
®R9®
Product f •rt Manufacturer: Extreme Metal Fabricators,
2160 SW Poma Drive
Palm City, FL 34990
772)872-8034
Florida Product Approval # 17022.1 5-V Crimp NON HVHZ
Compliant with Florida Building Code 2017 (61h 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): #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 Fas er atta ment specifications above
Install Details: Table A Allowable Loads METHOD If' IMETHOD 211 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. 22"o.c. 12" o.c. 12"o.c.
FASTENER SIZE #9 #10 #10 #10
Reference Data: ARCHITECTURAL TESTING, INC.TST ID#: 1 7
UL 580-06& 1897-04' Test Report D05893. 05/02/14
Test Report F3366.01-45 -18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897 1�t� *Design pressure margin of safety 2:1
Locke Bowden,P.E.does not have,not will acquire a financial in iq e Q q�►m.�fWfacturing or distributing products
under this evaluation.
Locke Bowden,P.E.is not owned,operated,or controlled by a&coin padVpmbilJfkaturer,or distributing products under this
report. . •
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FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ed.
2. Minimum slope to be compliant with Florida Building Code 2017 601 ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3. 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 1-112"Min. or
#10 x 1-112"Min.per Table A'for Row 5-V Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
hm <%r
tip •� <v
Q /;_:i
Deck:
15132"or greater Plywood,or
Wood plank
24-
12'
3IW
OPTIDNALSTRIATKM
Panel Profile
=Nomi,nal12" Nominal 12"
O.C.
Fasten
9 X 1-112"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