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EL#
Tvoe
Manufacturer
Validated By
Status
FL17022
Revision
Extreme Metal Fabricators, LLC
FL#: FL37022.1
Zachary R.
Priest, P.E.
Approved
82
History
Model: 1 -'5V Crimp' IRS)
(813) 480-3421
Description: 26 Gauge steel, 3/8' rib height, 24' wide lapped roof panel
mechanically attached to 15/32' plywood or Wood Deck with fasteners
Category: Roofing
Subcategory: Metal Roofing
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CoMa :: 2601 Blair Stone Road.Tallahassee FL 32399 Phone: 650-4e7-1814
The State of Flotlda is an Aq/EEO employer. faovdaM 2007-2013 State of Florida :: PrivaN Statement :: Ac�ss'b'rN SS tsmati[:: $ePondStatem
Hardy law, email addresses are public records. if you do not want your email address released in response to a publicrecords request, do not send electronic
his entity. Instead, contact the office by phone or by traditional mail. If you hive any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1;
steamers. effective October 1, 2012. licensees licensed under chapter 455, F.S. must provide the Department wiM an email address if they have are. The emaib
all may be used for official commmdation with the licensee. however email addresses are public record. If you do not wish m supply a personal address, please
the Department with an email addes, which can be made available to the public To determine if you are a licensee under Chapter 455, FS., please click 2£
Prod[ucttAApp�raya7l A�pts:
®=F;�HM
secu rit1'AI1•'rR RW
- Palm -City, FL 34990-
Compliant with Florida Building Code 2017 (6th 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 3/16" 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 speciFcations 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" ox.
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
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report EM893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 o7/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1& *Design pressure margin of safety 2.1
..,, hm,..-
Locke Bowden, P.E. does not have, not will acquire a financia
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by
report.
U. rj0,y
or distributing products
products under this
/%
FL17022.1 ', Crimp (26GA Steel), 24" Wide F Panel -Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ad.
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 Floridaproductapproval per Rule -61G20-3.-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.
— Fasteners -
#9"1-12' Moo: -or
#10. 1-12'Min. per Table A' rorRow raV Crimp Roof Panel
Spadng andDeslgn Pressures
Hex Washer Head Wood Screws
Dedc
-15W or greater Plywood, or
Wood plank
24'
12"
318
`�T
T�....�.......»
Panel Profile
Nominall2" Nominall2"
D.C. o.c.
Fasten
9 x -1/2" Min. or #10 x 1-1/2" Min. per
Table "A" Hex Washer Head Screw
Spaced 12" D.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