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FL # t17022-R7 BY/► Rec,
Application Type ion St Lucie County O6,T2
Revis
Code Version 6+ 9
Application Status: Approved ppt-1)7 j- <�%e
Comments 08/18/2017v. date reapply 08/21/17 a �� q 07e� BdF
Archived r
Product. Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
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
Extreme Metal Fabricators, LLC
2160 SW Poma Drive
Palm City, FL34990
(772)'872-8034
fivalidat*ton@yahoo.com
Richard McKuhen
fivalidation@yahoo.com
Richard McKuhen
2160 SW-Poma,:Drive
Palm City, FL 34990
(772)872-8034
rchard@emfab.net
lofo-&000
ST. LUCIE COUNTY
BUILDING DIVISI
REVIEWE
FOR COMPLI NC
REVIEWED BY
DATE o 17i.
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
THESE PLANS AND ALL PROPOSEDWORK
Roofing AM SUBJECT TO ANY CURZCTIONS
Metal Roofing RL-QUIRED By FIELD Itt i�ryPPE99CS�tRD11 T
ORS THAT
Evaluation Report from a Florida -R�`n e� NEG6WRYi4LylER IQ
Florida Professional Engineer WITH
A' e
0 Evaluation Report - Hardcopy QW0 I�ITf1 AL APPLICAULE CODES-
LOCKE BOWDEN CONCEALED FASTENERS OR ATTACHMENTS
PE-49704 ARE THE RESPONSIBILITY OF THE
04/2212024 rtifications, Inc. CONTRACTOR OF RECORD
04/22/2024
Zachary'R. Priest, P.E.
— Validation Checklist- Hardcopy Received
FL0612 -R7 COI FL 17022.1 .5 V CRIMP ssr odF
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
Palma -.City, FL $4990
Compliant with Florida Building Code 2017 (61h ed.)
Compliant with Florida Product. Approval Rule # 61G20-8
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength: 90 ksi. min.; Attached to min. 15/31"- plywood or Wood
Deck w/ min. 0.42 specific gravity with screws. 24" Coverage
Rib Height 1/9"
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener I (Method 1 Attachment): 49 x 1-1/2" Hex-Washor Head wood 'screw* to penetrate
-3/16" min. thru deck or 5/80.emb6dment into wood plank. (*or sufficient length to rneLit
requirements)
Fastener 2 (Method 2,3; & 4 Attachment).: #10 x1-4/2" Hex -Washer Head wood screw* to,
penetrate 3/16" rhin.-thrU, detit or 5/8" embedment Into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope. -Shall be.ih compliance with F13CS.e.c. 1507.
See Fastener attachment -anprifirratinnc ahhma
Install Details: Table A Allowabletoads'
"METHOD! I
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE.*
86 MF
-93.5'PtF:
-;201 PSF
-228PSF
ROW SPACING
.16' ! o.c.
16" o.c.
8" ox.
6" o.c.
FASTENERSPAcuoG (ALORq -Ponel width)
12�1 o.c.
OC. 1 . I!' .
&I o�x.
221, d.c.
FASTENER: SlZt'
IENER
49,
gio.
04
kid
#10
Kererence 132ta: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 590-06 & 1897-041-
Test Report EWS93.01-450-48 05/02114
Test Report F3366.01-450-18 12/10/45
TA$ 125;.03 Test Report ID05993.02-4 ' 50-1.8 07/22/14
*Eq,U.fVALENCY-UL 18.97-04 is equivalent to test standard *Des1kn pressure margin of safe 2:1
Locke Bowden, P.L.doesnot have, not Will acquire a fnar
'under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled
report.
o 4.aniornbfi w
• S TE
oudistributing.products.
products under this
�7-
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 61h 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.
5. 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.
Dedc
-15/V or greater Plywood, or
Wood plank
— Fasteners-
49 x 1-112° Atin. or
910 -1-1 /Y Min.. perTabJe %* forRow SV NnIp Poof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
24
Panel Profile
12" 1 Nominal 12"
0.0. 1 . 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-15/3Z' or greater
Plywood, or
-Mod plank