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FL #
Application Type
Code Version
Application Status
Comments
Archived
FL17022-R7
Revision
2017
Approved
08/18/2017v. date reapply 08/21/17
Product Manufacturer
Extreme Metal Fabricators, LLC
Address/Phone/Email
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
fivalidation@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
richard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category
Roofing
Subcategory
Metal Roofing
FRECEIV7ED
A PD 0 A 'njo
APR 2 4 2`018
ST. Lucie County, Permitting
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 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.
Re Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Produ,ct Standards
Certified By
Sections from the Code
FL17022 R7 COI FL17022.1 5V CRIMP ssr.pdf
Standard
Year
TAS 125
2003
UL 1897
2012
UL 580
2006
FILE COPY
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
I
108/18/2017
08/25/2017
08/28/2017
10/10/2017
FL
I Model, Number or Name
Description
17022.1
1 - "5V Crimp" (116) i
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
Impact Resistant: No
Installation Instructions
FL17022 R7 11 FL 17022.1 5 V CRIMP ssr.pd
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions'! Install the
Evaluation Reports
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
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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
installation Instructions
FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pff
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditi6ns.Install the
Evaluation Reports
FL17022 R7 AE FL 17022.2 5 V CRIMP 0,032 ALUM ssr.p-df
Created by Independent Third Party: Yes
assembly in compliance with the installation inethod listed in
this report and applicable code sections of FBC. Refer to
manufacturer's installation i,nstructions.
17022.3
3 "1.5" Mechani�al 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
Approved for use in HVHZ: No
Installation Instructions
FL17022 R7 II FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
seam 24 a ssr.pdf
Verified By: Locke Bowden, P.E. 49704
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
sections of FBC. Refer to manufacturer's Installation
seam 24 a ssr.pdf
Created by Independent Third Party: Yes
instructions.
I I
17022.4
4 - "1.5" Mecl�anical Seam" (R5)
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 11 FL 17022-4 MEC ANCIAL SEAM
Approved for use outside HVHZ: Yes
ALUMINUM ssr.of
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
FL17 22 R7 AE FL 17022.4 MECHANCIAL SEAM
installation method listed in this repo�t and applicable code
ALUMINUM ssr,od
sections of FBC. Refer to manufacturelr's installation
Created by Independent Third Party: Yes
instructions. I
I I
17022.5 5 - % 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 11 FL 17022.5 1.0 NAILSTRIP ssr.pd
Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704
impact Resistant: No I Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table Evaluation Reports
Product Report Manufacturer: Extreme Metal Fabricator!
2160 SW Porr?7
Palm City, FL 34990
(772)872-8034
Compliant with Florida Building Code 2017 (Whed.)
Compliant with Florida Product Approval Rule 4 611320-3
Compliant: Keystone Certifications
Fastener 1 (Method 1 Attachment): #9 x 1-10" 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 Set. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec. 1,507.
See Fastener attachment specificalions above
METHOD 2 METHOD 3 METHOD 4
-93.5 PSF -102 PSF -228 PSF
16" O.C. 8" O.C. 6" O.C.
12" o.c. 22" o.c. 12" o.c.
#20 #10 #10
Reference Data: ARCHITECTURAL TESTING, INC. TSTID#:1527
UL 580-06 & 1897-04" Test Report C05893.01-450-18 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-UL1897-04 is equivalent to teststandard UL 1897-12 *Design pressure margin ofsafW 2.1
Locke Bowden, P.E. does not have, not will acquire a financial in% a 4��n.?%Nfacturing or distributing products
under this evaluation. S
Locke Bowden, P.E. is not owned, operated, or controlled by ally cosAparNornbiiafa&tur;o, orSistributing products under this
report.
/7
R ID
FL17022.1 6V Crimp (26GA Steel), 24" Wide Roof Pandi- Details
1. Underlayment to be compliance with current Florida Building Qbde (FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Code 20111� 6th ed., and per with Manufacturers installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1 -13
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, recommende d,l product use outside of this report.
Q,
A)
— rdblu' lt!"� -
#9 .1-1/2" Min! or
#10 x . 1-1/2" MI I n. per Table M " for Row 5-V Urnp Roof Panel
Spacing and Design Pressures
Hex Washer Hbad Wood Screws
Deck-
15132" or greater N� or
Wood plank
—4 247
sir I 1010LSIFUAWNIS--�
Nominal 12" Nominal 12"
O.C. O.C.
fFx- —1-1 /2" Min. or #10 x 1-1 /2" Min. per
I Table "A" Hex Washer Head Screw
Panel 1 Spaced 12" o.c. across the Panel Width
Refer to Table "A" for Spacing Along Panel
Overlap Length
Dec�- 15/32" or greater
I
'3';Ood, or
W d plank