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FL# FL17022-R7 D E r 0 . `7
Application Type Revision ST. Lucle COunty, Formitting
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 p0 SW Poma Drive
Palm City,FL 34990REVIEWED FO R
(772
flvalidation@yahoo.rnmC®®E COMPLIANCE
Authorized Signature Richard McKuhen ST. LUCIE COUNTY
flvalidation@yahoo.com B®CC
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
File COPY
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
F— 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.
i_✓i Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssrpdf
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
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5/8/2019 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"(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 Installation Instructions
Approved for use in HVHZ:No FL17022 R7 II FL 17022.1 5 V CRIMP 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 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.
17022.2 2-"5V 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 II FL 17022.2 5 V CRIMP 0.032 ALUM 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/Al-Table A Evaluation Reports
Other:Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.&
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.
17022.3 3-"1.5"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 FL17022 R7 II FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ:Yes seam 24aa 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 limitations Evaluation Reports
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 24aa ssrodf
FBC. Refer to manufacturer's installation instructions. Created by Independent Third Party:Yes
17022.4 4-"1.5"Mechanical Seam"(115) 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.12d
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 17022.4 MECHANCIAL SEAM
method listed in this report and applicable code sections of ALUMINUM ssrpdf
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,P.E.49704
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/Al-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssrodf
of use.Install the assembly in compliance with the installation Created by Independent Third Party:Yes
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5/8/2019 Florida Building Code Online
' method listed in this report and applicable code sections of
FBC.Refer to manufacturer's 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 Use 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/At-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 ssrodf
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
Approved for use in HVHZ:No FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr.Ddf
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 17022.7 1.5 Nail Strip 26GA ssr.pdf
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 8-"EMAX Rib"(115) 29 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 FL17022 R7 H FL 177022.8 EMAX Rib ssrodf
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/Al-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 177022.8 EMAX Rib ssr.g-qf
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.
17022.9 9-"PBR MAX"(115) 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 FL17022 R7 II FL 17022.9 PBR RIB ssrpdf
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/Al-Table A Evaluation Reports
Other:Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022.9 PBR RIB ssr.pdf
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.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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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 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
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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 dick here.
Product Approval Accepts:
Rail W--31® tCFtck
Credit Card
Safe
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I
!Product Report Manufacturer: Extreme Metal Fabricators, LLC.�'
f 2160 SW Poma Drive
1
Palm City, FL 34990
772)872-8034
Florida Product Approval # 17022.1 5-V Crimp NON HVHZ
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
fFastener 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
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. it o.c. 12"O.C. 12"o.c.
FASTENER SIZE #9 #10 #10 #10
Reference Data: ARCHITECTURAL TESTING,INC.TST 10#:1527
UL 580-06& 1897-041 Test Report EM893.01-450-18 05/02/14
Test Report F3366.01-450-18 1/i8/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to Gest standard UL 1897-1 *Design pressure margin ofsafiety2:1
;tqalffllrri
Locke Bowden,P.E.does not have,not will acquire a financial in Irl a mg0phicturing or distributing products
under this evaluation. �.
Locke Bowden,P.E.is not owned,operated,or controlled by a&coaiparilFprr�$�fatturev,or distributing products under this
report.
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I
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FL17022.1 6V 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 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 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 1-12"Min.perTable A"for Row 5•V Omp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
v
n
J
f
Decic
15W or Beater Plywood,or
Wood plank
247
-44
12
3/8"
OPTtotyAL STRIATIONS
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
B9 x 1-1/2"Min. or #10 x 1-1/2"Min.per
-Table"A" Hex V%bsher Head Screw
Spaced 12"o.c.across the Panel VVdth
Panel Refer to Table"A"for Spacing Along Panel
Overlap Length
Deck-15/32"or greater
Plywood,or
-Wood plank