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Product Approval Menu > Product or Application Search > Qoplication List > Application Detail
FILE
COPY
FL #
FL17022-R7
Application Type
Revision
Code Version
2017
CANNED
Application Status
Approved
BY
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t. Lucq couptiv
Comments
08/18/2017v. date reapply
08/21/17
Archived
O
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Extreme Metal Fabricators, LLC
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
flvalidation@yahoo.com
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Richard McKuhen
fivalidation@yahoo.com
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
richard@emfab.net
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Cl 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.
(rl Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf
Standard
TAS 125
UL 1897
UL 580
Year
2003
2012
2006
Sections from the Code
%2bGxHGxFe5QkCHzF.gvOQveeg%3d%3d 1/3
8/16/2018 [1 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Produ
Method 1 Option D
08/18/2017
08/25/2017
08/28/2017
10/10/2017
Fly I Model, Number or Name I Description
17022.1 I 1 - "5V Crimp" (116) I steel,26 Gauge l height, lapped panel
mechanically attachedo15/32" plywood oW 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.pdf
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 12 - "5V Crimp" (116)
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 ssr.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.p_df
Created by Independent Third Party: Yes
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.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 249a ssr.pdf
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 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.pd�
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 ssr.pdf
FBC. Refer to manufacturer's Installation instructions.
Created by Independent Third Party: Yes
17022.5 5 - "1 in. Nall 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
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 17022.5 1.0 NAILSTRIP ssr.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 1702Z5 1.0 NAILSTRIP ssr.pdf
Created by Independent Third Party: Yes
.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 2/3
8/16/2018
Florida Building Code Online
17022.6 16 - "1 in. Nail Strip" (115)
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.
i" rib height, 16" wide, 0.032" aluminum, standing seam roof
panel mechanically attached to attached to 15/32" plywood or
Wood Deck with fasteners,
Installation Instructions
FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.1df
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 ssr.pdf
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.pdf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
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 II FL 177022.8 EMAX 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 177022.8 EMAX 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.
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.p_df
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 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.
Back Mext
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. CcQyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Stateme
Under Florida taw, 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 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 email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click her .
Product Approval Accepts:
Credit Card
Safe
.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 3/3
Palm City, FL 34990
with Florida Building Code 2017 (6th ed.)
with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Pro uct: 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"
Cor Sion Resistant Compliant: FBC Sec.1507.4.3
Fast' ner 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
regr Irements)
Fast�ner 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
pen rate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
tom et requirements)
UnOrlayment: To be compliant with FBC Sec. Chart 1507.1.1
: Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
Instaill
Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
DESIR14
PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
ROW
PACING
16" ox.
16" o.c.
8" O.C.
6" o.c.
FAST
!NER SPACING (ALONG Panel width)
12" G.C.
12" o.c.
12" o.c.
12" o.c.
FASTENER SIZE
#9
#10
#10
#10
Refer
jnce Data: ARCHITECTURAL TESTING, INC. TST ID#;1527
UL 580,
06 & 1897-041 Test Report EM893.01-450-18 OS/02/14
Test Report F3366.01-450-18 12/18/1S
TAS 1�5-03
Test Report D05893.02-450-18 07/22/14
*EQUI " LENCY-UL 1897-04 is equivalent to test standard UL i897-1& V t , *Design pressure margin of safety 2.1
Locke B wden, P.E. does not have, not will acquire a financial intt$N ►R � �C.- facturing or distributing.products
under this evaluation.
Locke B `nrden, P.E. is not owned, operated, or controlled by alp/ coaiparflipn-Abil Ltures� or distributing products under this
report. e
'f•S'()NAL �-�•
Limitation FL17022.1 5V (26GA Steel), 24" Wide Roof Details
1. Under,ayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Minir9m slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
3. Prod cts are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engin6ering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire cassification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Supp I t framing in compliance w/FBC 2017 61h ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Struct ral Loading.
7. This r sport does not imply warranty, installation, recommended product use outside of this report.
15 Z. or greater Plywood, or
-Wood plank
24-
12"
3J8"
0FnONAL STRIATIONS
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
71/2" Min. or #10 X 1-1/2" Min. per
-fable "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
- Wbod plank