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Code Version
2017
FL# I
17022.1
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FL17022-
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Extreme Metal Fabricators, LLC
FL#: FL17022.1 ,
Zachary R.
Priest, P.E.
Approved
R7
History
Model: 1 - "5V Crimp" (116)
(813) 480-
Description: 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
3421
mechanically attached to 15/32 plywood or Wood Deck with fasteners
Category: Roofing
i
Subcategory: Metal Roofing
`Approved by 05PR. Approvals by DBPR snail be reviewed and retitled by the FOC and/or the Commission It necessary.
Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Sta ment :: Accessibility Statement :: Refund Statement -
Under Florida law, email addresses are public records. If you do notlwant your e-mail address released in response to a public -records request, do not send
-- ' - - - electronic mail to this entity. Instead, contact the office by phone or by traditional -mail. If you have any questions, please contact 850.487.1395. 'Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can'be made available to the public. To determine if you are a licensee under
Chapter 455, F.S.; please click here_.
Product Approval Accepts:
"MIMa �RM
ST. LUCIE COUNTY BUILDING p � �"L
�_---.
REVIEWED FOR COMPLIANCF,if'
REVIE D . Y
DATE ��
PLANS AND PERMIT MUST BE KEP ON JOB
SITE OR NO INSPECTION(S) WILL BE MADE
THESE PLANS AND ALL PROPOSED WORK
REQUIRED UY FIEADNINSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES. -
CONCEALED FASTENERS OR ATTACHMENTS
AI3E THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
FILE COPY
https://floridabuilding.org/pr/Pr�_appist.aspx.
4/5/2018
�.., ._ .. _...:.:...._ 2160 SW Poma Drive -
Palm City, FL 34990
(772)872-8034
Compliant with Florida Building Code 2017 (611 ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC1 Sec. 1507.4.2
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): #10ix 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 Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
Install Details: Table'A Allowable Loads
METHOD 1 _
METHOD 2
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.
FASTENER_ SPACING (ALONG Panel width) ,
12" o.c.
12" o.c.
12" o.c.
12" o.c.
FASTENER SIZE
89
._#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report D05893.01-450-18 05/02/14
Test Report 03366.01-450-18 12/18/25
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 fiI r fit *Design pressure margin of safety 1:1
Locke Bowden, P.E. does not have, not will acquire a financial int�►3 e�cg��'m�facturing or distributing products
under this evaluation.•;
Locke Bowden, P.E. is not owned, operated, or controlled by ate► c'oApartiorri ilibaturer, or distributing products under this
report. •
` • 6.�1 J
2 /, 7
r i
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n
�O ti•�F�V1!O*
�'ONAL ��
FLI 7022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Limitations:
1. UnderlayMqqtjo be compliance'with current Florida Building Code (FBC)2017 15tt' ed.
I- i � —61"�` ` I .. i ""' '-. - -- ' -ih ed., - - - - ..... ..... ... C - ............
Minimum.slopeto e compliant with -Florida Bui ding Code 2,017 6 . and per with Manufacturers ins a lati6fi-r'eferehce.
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 wfjurisdiction 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, recommended product use outside of this report.
J-P
AVY
3V
— rauLequrs - .
Nxl-1/2" Min. or
#10 x 1-1/2"iMin. per7bble 54' for Row 5-V Crimp Roof, Panel
- T 3p4.r,0' nhg.,,and
D H..dos'W..n Design Pressures
He,
Deck:
15132. or greater Plywood, or
Wood plank
OPTIONAL STRIATIONS
Panel Profile
Nominal 12" I Nominal 12"
O.C. T O.C.
EP77-1/2" Min. or #10 x 1-1/2" Min. per
T61e"N' Hex Washer Head Screw
Spaced 12" o.c. across the Panel Wdth
Panel Refer to'Table "A" for Spacing Along Panel
Overlap Le6gth
Deck- 15132" or greater
Plvwood. or