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APR 18 2018
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Product Approval Menu > Product or Application Search > Application List > Application Detail ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLIAI�I4
FL # FL17022-R7 REVIEW D BY
Application Type Revision DATE
Code Version 2017 'PLANS AND PERM T MUST BE KEPT ON JOB
Application Status Approved SITE OR NO INSPECTION(S) WILL BE MADE
Comments
08/18/2017v. date reapply 08/21/17
Archived
J
Product Manufacturer
Extreme Metal Fabricators, LLC
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8634
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
richard@emfab.net
Quality Assurance Representative
Address/Phone/Email
F- E PLANS AND ALL PROPOSED WORK
E
SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
Category
Roofing BE BE NECESSARY IN ORDER TO
Subcategory
Metal Roofing MIPLY WITH ALL APPLICABLE CODES.
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
17 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
TAS 125
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2003
2012
2006
COPY �°" ARE THE RESPONSIBIILITY LED FASTENERS OR O THEENTS
FILE CO
- NTRACTOR OR RECORD
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
08/18/2017
O8/25/2017
08/28/2017
10/10/2017
FL # Model, Number or Name Description
17022.1 1 - "5V Crimp" (R6) 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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
ImpactResistant: 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.
Installation Instructions
FL17022 R7 II FL 17022.1 5 V CRIMP ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE_ FL 17022.1 5 V CRIMP ssr.odf
Created by Independent Third Party: Yes
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
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM 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.Install the
FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032
assembly in compliance with the installation method listed in
ALUM ssr.odf
this report and applicable code sections of FBC. Refer to
Created by Independent Third Party: Yes
manufacturer's installation instructions.
17022.3 13 - "1.5" Mechanical Seam" (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.
17022.4 14 - "1.5" 'Mechanical Seam" (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.
17022.5 15 - "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
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.
Installation Instructions
FL17022 R7 II FL 17022.3 1.5 MECHANICAL
seam 24ga ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.3 1.5 MECHANICAL
;earn 240a ssr.odf
Created by Independent Third Party: Yes
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.
Installation Instructions
FL17022 R7 II FL 17022.4 MECHANCIAL SEAM
ALUMINUM ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.4 MECHANCIAL_SEAM
kLUMINUM ssr.odf
Created by Independent Third Party: Yes
1" rib height, 16" wide, 26 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with fasteners.
Installation Instructions
FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.5_1.0 NAILSTRI_P_ ssr.pdf
Created by Independent Third Party: Yes
the installation method listed in this report and applicable
code sections of FBC. Refer to manufacturer's installation
instructions.
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.
17022.7 17 - "1.5 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.
17022.8 18 - "EMAX Rib" (R5)
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.
17022.9 19 - " PBR MAX" (R5)
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.
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,
Installation Instructions
FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.Ddf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
1`1_17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.pdf
Created by Independent Third Party: Yes
1.5" rib height, 19" wide, 26 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with fasteners.
Installation Instructions
FL17022 R7 II FL 17022.7 1.5 Nail Strio 26GA ssr.odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.Ddf
Created by Independent Third Party: Yes
29 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or wood deck with exposed fasteners.
Installation Instructions
FL17022 R7 II FL 177022.8 EMAX Rib ssr,odf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 177022.8 EMAX Rib ssr.Ddf
Created by Independent Third Party: Yes
26 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or wood deck with exposed fasteners.
Installation Instructions
FL17022 R7 II FL 17022.9 PBR RIB ssr.Ddf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.9 PBR RIB ssr.Ddf
Created by Independent Third Party: Yes
Bock Next
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida, :: Privacy 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 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,offlcial 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 bere .
Product Approval Accepts:
®® ® r�-
Credit Card
Safe
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6t' 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'embed ment-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
-201 PSF
-228 PSF
ROW SPACING
16" ox.
16" o.c.
8" O.C.
6" o.c.
FASTENER SPACING (ALONG Panel width)
12" o.c.
12" ox.
12" o.c.
12" o.c.
FASTENER SIZE
1 #9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report CC5893.01-450-18 05/02/14
Test Report F3366.01-450-18 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? *Design pressure margin of safety 2:1
..11 inn►...
`tip-�`tC,�• L'Q`,����/r
Locke Bowden, P.E. does not have, not will acquire a financial in lq a �cq •, ` 4 m.%facturing or distributing products
under this evaluation. :� �•y • ` 'Z
Locke Bowden, P.E. is not owned, operated, or controlled by al2y comparNo nibiliatturer, or distributing products under this
report.
• l Jam•-/� �
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���� S r Tc : �4 V-1;7/7
' FL17022.1 5V G' p (26GA Steel), 24" Wide Roof PI Details
Limitations:
1. Und.,rlayment to be compliance with current FloridaBuilding 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 1-1/2" Min. or
#10 x 1-1/2" Min. perTab/e A" for Row
Spacing and Design Pressures
Hex Washer Head Wood Screws
5-V Crimp Roof Panel
— Deck:
-15/32" or greater Plywood, or
-Vftd.plank. - - -- - - - - - - -
14"
OPTIONAL STRIATIONS
Panel Profile
Nominal12" Nominal12"
O.C. O.C.
Fasten
E9 X 1-1/2" Min. or' #10 X 1-1/2" Min. per
-fable "A" Hex Washer 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