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FL# FL17022-R7
Application Type Revision A U G 2 9 -!p
Code Version 2017 J
Application Status Approved ST. Lucie County, Permitting
Comments 08/18/2017v.date reapply 08/21/17
Archived ❑
Product Manufacturer Extreme Metal Fabricators,LLC
Address/Phone/Email 2160 it FL 3 PDrive
Palm City,FL 34990
(772)872-8034
flvaildation@yahoo.com
Authorized Signature Richard McKuhen REVIEWED FOR
flvalidatioriftahoo.cor"CODpEp QCOMPLI A ►ACE
Technical Representative Richard McKuhen VST. LUCIE COUNTY
Address/Phone/Email 2160 SW Poma Drive
Palm City,FL 34990 BOCC
(7 2)872-8034
richard@emfab.net
Quality Assurance Representative
Address/Phone/Email File COPY
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 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.
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr Ddf
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
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 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. 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 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 conditlons.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM 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.
17022.3 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 24ga ssr.odf
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 Evaluation Reports
limitations of use.Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL
installation method listed In this report and applicable code seam 24ga ssr.odf
sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes
Instructions.
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 clips and fasteners.
Limits of Use Installation Instructions
Approved for use In HVHZ:No E 17022 R7 II FL 17022.4 MECHANCIAL SEAM
Approved for use outside HVHZ:Yes ALUMINUM ssr.odf
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 Evaluation Reports
limitations of use.Install the assembly in compliance with the FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM
installation method listed in this report and applicable code ALUMINUM ssr.odf
sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes
instructions.
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 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 and FL17022 R7 AE FL 17022.5 1,0 NAILSTRIP ssr odf
limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes
Installation 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 ssr.odf
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 Evaluation Reports
limitations of use.Install the assembly in compliance with the FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032
installation method listed in this report and applicable code ALUM ssr.odf
sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes
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 F1,17022 R7 II FL 17022.7 1.5 Nail Strip 26GA 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 FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr odf
limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes
installation 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 II FL 177022,13 EMAX Rib 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 FL17022 R7 AE-FL 177022.8 EMAX Rib ssr.Ddf
limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes
Installation 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 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 FL17022 R7 AE FL 17022.9 PBR RIB ssr.odf
limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes
Installation method listed In this report and applicable code
sections of FBC.Refer to manufacturer's installation
Instructions.
Back
Contact Us::3601 Blair Stone Road.Tallahassee FL 32349 Phone:850-487-1824• '
The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement.:Accesslbiilty Statement::Refund Statement
Under Florida saw,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
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 dick hLm.
Product Approval Accept-.
Credit Card
Safe
Product
• • • • ` •
2160 SW Poma Drive
Palm,City,FL 34990
7721.872-8034
Florida Product Approval # 17022.1 5-VCrimp NON HVHZ
Compliant with Florida Building Code 2017(6th ed.)
Compliant with Florida Product Approval Rule#61620-3
Compliant: Keystone Certifications
i
i
Product:5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength:50 ksi min.;Attached to min. 1S/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 Fastener attachment specifications above
Install Details: Table A Allowable Leads 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"O.C.
FASTENER SIZE 1 #9 -- #10 #10 #10
Reference Data: ARCHITECTURAL TESTING,INC.TST IDN.,1527
UL 580-06&1897-041 Test Report E=93.41-450-18 05/02/14
- Test Report F'3366.41-450-18 u/1$/15
TAS 125.03 Test Report . D05893.02-450-18 07/22/14
*EQUZVALENCY-UL 1897--04 is equiva/entto-test standard UL.1897-1 *Design pnemure margin of safety 2:2
•• rrrrt
Locke Bowden,P.E.does not have,not will acquire a flnandal int�g aVV90# �im f�0+facturing or distributing products
under this evaluation. ���.° �- ��
Locke Bowden,P.E.is not owned,operated,or controlled by a&coonpad#P"t1d6"&Aftturer�or Llistributiiig products under this
rf C?• S r Tc, •,w. I
` FL17O22.1 5V Crimp(26GA Steel), 24"Wide Roof Panel -Details
Limitation:
1.Underlayment to be compliance with current Florida Building Code(FBC)2017 6t'ed.
2.Minimum slope to be compliant with Florida Building Code 2017 6th ed.,and per with Manufacturers 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.Fre classification is not part of this acceptance.Shear diaphragm values are outside this report.
6.Support:framing in compliance w/FBC 2017 6"'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-
#9x1-IJTMht or
#10 x 1-112"Min perWe A`forRow 5•V Crimp Roof Panel
Spacing and Design pressures
Hex Washer Head wood Screws
� �� r `✓r_c n•�C\ii"'�.� .;Z /n_\'\/ice/\��/
tiN
0�
0
Y �ZV
-15132'or greater Plywood,or
-Wood plank
318"
�oPnohtw_��
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
19 x 1-1/2"•Min. or #10 x 1-1/2"Min.per
able"A" Hex Washer Head Screw
Spaced 12"o:c.across the Panel Width
Panel Refer to Table"A"for Spacing Along Panel
Overlap Length
ace.ii•\'ii���.:a'�
Deck 15/32"or greater
Plywood,or
-Vlbod plank