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FLi7022-R7
Application Type
Revision
Code Version,
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance. Method i
Florida Engineer or Architect Name who del
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract- Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Yealr (of Standard)
Equivalence of Product Standards
Certified By
i
Sections from the Code
i
08/18/2017v: date reapply 08/21/17
s....l
Extreme Metal Fabricators, LLC
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
flvalidation@yahoo.com
Richard McKuhen
,lvalidation@yahbo.com
Richard McKuhen
2160 SW Puma Drive
Palm City, FL 34990
(772) 872-8034'
Rchard@emfab.net
Roofing
Metal Roofing
i RECEIVED
MI ^,Y 312018
ST. Lucie County, Permitting
Evaluation Report from a Florida Registered Architect or a Licensed
Florida, Professional Engineer
i.. I Evaluation Report - Hardcopy Received
LOCKE BOWDEN
PE-49704
Keystone Certifications, Inc.
04/22/2024
Zachary R. Priest, P.a.
Validation Checklist - Hardcopy Received
01-17022 R7 CDi cL 1-1022.1. S V CRIMP ssr.odf
Standard
TAS 125 2003
UL1897 2012
UL 580 2006
1- .0 �t .� w rr
73TWAM& "I
Yield strength: 80 AAtftt
Deck wl min. 0.42 specific gray
Rib Height 3/8"
Corrosion Resistant Com.
Fastener I (Method I Attachm'
ent). '9 x]
T
3/16" min. thru deck or 5/8" e m,'be meA
IN1507.
, r" See Fastener atta t specifications abo
MOMMM
FASTENER SIZE
Reference Datlq.- ARCHITEcTURAL TESTING, INC. TST ID#. 1527
UL 580-06 & 1897-041 Test Reporti1
DMSOM450-18 OS/02/14
Test Report F3366.01-450-18 12/18115
TAS 125-03 Test Repori D05893.02-450-18 07/27./14
*EqUrVALENCY-UL 1897-04 is equivalent to Mest st� ndard Ul -1897--lef I I *Design pres-lure margin of safejy 2,1
x
Locke Bowden, P.E. does not have, not will acquire a financial in lq�
ZAf "'cif Urs�14fvtfacturing or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by any com' PWIVO-MiRbiture-p, Dr lstributing products under this
report.
7
V
FLI 7022.1 5V Crimp (26GA
Limitations:
1. Underlayment to be compliance with current Florida Bull
2. Minimum slope to. be compliant with Florida Building Coc
3. Products are compliant for State of Florida product appro
4. Engineering analysis for "project specific approval by loc
5. Fire classification is not part of this acceptance. Shear d
6. Support framing in compliance w/FBC 2017 61h ed., Cha
Structural Loading.
7. This report does not imply warranty, installation, recomn
Vic: i
- 1SWorgreatuRpmd, or
- Wood plar-k ,
teel), 24" Wide Roof Panel - Details
)q Code (FBC)2017 61h ed.
2017 61h ed., and per with Manufacturer's installation reference.
al pet Rule 61 G20-3. Compliance Method: I -D
outhorilies w/jurisdiction is allowed by other registered engineers.
)hragm values are outside this report.
ar 22 for Steel, Chapter 23 for Wood and Chapter 16 for
ided product use outside of this report.
F9 x I -.1/2'Min. or
410 - perWe W for Row &VCdnVRoof PencI
Spacing and Design Pressures
Hex Washer
Head Wood Screws
��, -, Mm. 01
Nominal 12" Nominal I Z'
C.C. O.C.
Fasten
1 #9 x 1-112" Min. or Ill 0 x IA/2" Min. per
Table "A" Hex Washer Head Screw
Panel Spaced 12" o.c. across the Panel Wdth
Referto Table "X for Spacing Along Panel
Overlap i Length
Deck- 15/32" or greater
plywood, or
It od plank