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12118 ,� FI-� FL17022-117 RECEIVED
Application Type Revislon
Code Version 2017
Application Status All MAY 1201818
Comments 08/18/2017v. date reapply 08/21/17 ST. Lucie County, Permitting
Archived
Product Manufacturer Extreme Metal Fabricators, LLC
AddreS.s/Phone/Email 2160 SW Poma Drive
Pain City, FL 34990
(772)872-8034
ftvalidation@yahoo.com
Authorized Signature Richard McKuhen
flvalidation@yahoo.cprn
Technical Representative Richard McKuhen
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034`
rchard@emfab.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
.COrnpllance Method Evaluation Report from a Florida Registered. Architector a Licensed
Florida Professional Engineer
CJ Evaluation Report - Hardcopw Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By i
Sections from the Code
LOCKE BOWDEN
PE-49704
Keystone Certifications, Inc,
04/22/2024
Zachary R. Priest, P.E.
F validation Checklist - Hardcopy Received
FL170 2 R7 COi FL 17022.1 S.V CRIMP ssr,yd(
Standard
y"aLr
TAS 125
2003
UL 1897
2012
UL 580
2006
Compliant with Florida Building Code 20171(6th ed.)
Compliant with Florida Product Approval liule 1620-3
Compliant. Keystone Certifications
► o• p '•r• A Steel Roof Panel OBC0
Yield strength: 50 ksi min.; Attac�ed to min. 15/32" plywood or Wood
D 0.42 specificaCoverage
e _,
Corrosion Resistant Compliant. FBC Sec. 1,507.4.3
3/16" min. thru deck or 5/8." embedment into wood plank. (*or sufficient length to meet
Fastener 2 (Method !:,
Head wood to
penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
,.meet requirements)
' - To with
dr _
Slope: Shall be in compliance with FBC Set. 1507.
lnst�ll -Details: Table A -Allowable Loads
METHOD 2 METHOD
17"M
DESIGN PRES.,
k
.
a (ALONG
FASTENER
FASTENER SIZE
I
i'
Reference Data:,4.RCHITEcrURALTESTiNG,Mc. 'iSTID#:IS27
UL 580-06 & 1897-041 Test Report 8 3.01-450-18 OS/02j14
Test Resort F3366.01-450-18 12/18/15
TAS 125-03 'test Report, D05893.E02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1857-1.2 *Design pressure margin of safety 2.1
Locke Bounden, KE, does not have, not will acquire a financial
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled'by a
report.
P tA1
%facturing or distributing products
40
.]
comparopmbbaureP, orNstributing products under this
o w
�,� � ► 4 ors ..,:
FL17022.1 5V Crimp (26CA Steel), 24" Wade Roof Parcel - Details
Limitations:
1- Underlayment to be compliance with current Florida Building Code (FBC)2017 61h 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 forStateof Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by localauthorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not pact of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 61h 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.
Festeners-
V+g x 1.11? Min. or
;; l0 x.1-i(2- Min. per7abfe W for Row &V Crimp Roof Panel
Spaeing and Design Pressures
Hex washer Head Wood Screws
Dedc:
15W' ar greater Ply wd, or
woad plank
2W
12"
Yi3"
Panal profile
Nominal 12" i l Nominal 12'
O.C. T o.c,
Fasten
-E 1 112" Min. or -`I0 X 1-1/2" Min. per
'Table "A" Hex Washet Head Screw
Spaced 12" o.c. across the Panel Wjdth
Panel Refer to Table "A" for'Spacing Along Panel
Overlap Length
Deck-15/32" or greater
plywood, or
- Woad plank