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FL# FL17022-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments 08/18/2017v. date reapply 08/21/17
Archived
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Product Manufacturer Extreme Metal Fabricators, LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
flvalidation@yahoo.com
Authorized Signature Richard McKuhen
Flvalidation@yahoo.com
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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
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
J 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.
d; Validation Checklist- Hardcopy Received
Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL 1897 2012
UL 580 2006
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Equivalence of Product Standards
Certified By
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1.
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Product • •
2160 SW Poma Drive
Palm City, FL 34990
.... .... 772 872 8034
Florida • . . NON HVHZ
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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
I:.
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 embedment into wood plank. (*or sufficient length
to meet requirements)
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Underla ment: To be compliant with FBC Sec. Chart 1507.1.1
Y P
Slope: Shall be in compliance with FBC Sec. 1507.
See Install Details: Table A Allowable Loads METHOD 1 Fastener attachment specifications above
— — _._ ..
_..... _ _METHOD2 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.i _
FASTENER SPACING..(ALONG_Panel width.).. . ...12"o.c. 12".o.c. _..-.__ 12"ox. 12"o.c
FASTENER SIZE #9 #10 #10 #10
Reference Data: ARCHITECTURAL TESTING,INC.TST ID#:1527
UL 580-06& 1897-041 Test Report IM893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 0 /22/14
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*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 �t 1 *Design pressure margin of safe 2:1
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Locke Bowden,P.E.does not have,not will acquire a financial ina- OWfacturing or distributing products
under this evaluation.
Locke Bowden,P.E.is not owned,operated,or controlled by ati cor)I rnbr%or distributing products under this
report. ;
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FL17022.1 5V 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 fo'
Structural Loading.
7.This report does not imply warranty, installation, recommended product use outside of this report.
Fasteners-
91 X1-112'Min.or
*10 x 1-112'Min.per UM A'for Row 5-V Crimp Roof Panel
Spacingand Design Pressures
Hex Washer Head Wood Screws
v
V
Deck
-15!32"or greater Plpo ,or
-Wood plank
24-
ma 12'
318"
o>�rtorew_stRv�noNs�
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
#9 x 1-1/2"Min. or #10 X 1-1/2"Min.per
Table"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
-Wood plank
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