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Code Version 2017 FL# 17022.1
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Searrh QPC.M.. - AnnH—f-r..wc.
FL#
Tvoe
Manufacturer
Validated B,y
Status
F 1-L 7022-
Revision
Extreme Metal Fabricators, LLC
Zachary R.
Approved
R7
FL#: FL17022.1
Priest, P.E.
History
Model: 1 - "5V Crimp" (116)
(813) 480-3421
Description: 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
mechanically attached to 15/32'I plywood or Wood Deck with fasteners
Category: Roofing
Subcategory: Metal Roofing
tAODfoved by ❑RPR.
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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 Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want 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
emails 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
dick here .
Product Approval Accepts:
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Credit Card; .:
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Palm City, FL 34990
Compliant with Florida Building Code 2017 (61 ed.)
Compliant with Florida Product Approval Rule ;# 611320-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel. Roof Panel FBC 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): #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/160 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
T 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
#9
no
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report, 1305893.01-45048 OS/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897--1 *Design pressure margin of safety 2:1
Locke Bowden, P.E. does not have, not will acquire a financial int@T4y sir �cg 4�►mj%facturing or distributing products
under this evaluation. �. •+' �,
Locke Bowden, P.E. is not owned, operated, or controlled by airy cornpar*)rnA0f9turer, or distributing products under this
report.
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FL17022.1 5VI , .limp (26GA Steel), 24" Wide Root :.nel -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 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
.or
mil/ Q
Dedc
15/32" or greater Plywood, or
Wood plank
— FastenersI-
#9 x 1-1/2" Min.I or
#10 x 1-1/2"Min. pe Pr A' for Row 5 V Crimp Roof Panel
Spacing and Designgn Pressures
Hex Washer Head Wood Screws
12�
30
OPTION& STRIATIOt 9S
Nominal 12"
O.C.
Panel Profile
Nominal 12"
O.C.
Fasten
E9 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