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St. Luce CpuntY
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2017
FL#
17022.1
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Extreme Metal Fabricators, LLC
FL#: FL17022.1
Zachary R.
Priest, P.E.
Approved
R7
History
Model: 1 - "5V Crimp" (R6)
(813) 480-3421
Description: 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
mechanically attached to 15132" plywood or Wood Deck with fasteners
Category: Roofing
Subcategory: Metal Roofing
wv . , .,....we".,."�"v ..or"y�"�, av �ewvwc., a�n„aaaw W_m aururmecnmm®onnnecamam
ContortUs :: 2601 &air Slane Road. Taftauae n, 32399 Phone: 850 7-1820
the Sdte of nanda fs an AA(F eAVI w . Coovriohl 2CD7-2013 State of AMda :: Pdvacv Statement :: Arra5311ity S temen[ :: Befund Smmnm of
nand& law, amall addrtsse, are public moods. if You do not wantWur e-mail address mleaud In n?sponse to a public-moords nyur2, do not sand Je
ail la this entity, inaead, Mid the offim by phone w M badidaul mail. If you have arty 9oesdort5, please mnla tWO.487.1395. "Pursuant m Scdd,
75(1), Florida StmN , efia . � 1, 2012, rimnsees li n andx Oiajmx 455, F.S. must provide pre Mpanment wind an email address if then
:. The emails provided may be used for offidal communication vidh the rimnsee. However email addresses are public record. Vyou do cat wtsh to suppl"
,al address, please provide the Deportment with an email address whkh can be made available to die public To determine it You are a hoomea under 0
Credit Card
Safe
Palm Caty, FL 34990
Compliant with Florida Building Code 2017 (61 ed.)
Compliant with Florida Product Approval Rule # 614320-3
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. OA2 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 S/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.1S07.
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.
IV O.C.
8" O.C.
6" O.C.
FASTENER SPACING (ALONG Panel width)
12" o.c.
12" o.a
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 015893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 1ZS-03 Test Report D05893.02-450-18 o7/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 2897-I411 t rrn. *Design pressure margin of safety 2:1
Locke Bowden, P.E. does not have, not will acquire a financial in acgygp4mfWfacturing or distributing products
under this evaluation. .` �. . ' f.
Locke Bowden, P.& is not owned, operated, or controlled by any comparlibmSfiRMturer, or distributing products under this
report. =4 • / 0-) // • * r e
STr11Cpr' •,�!L7,/3/117
Rom'. .•�"A1 .
FL17022.1 5V I( rip (26GA Steel), 24" Wide Roof I el - 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 6th ad., 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.
S. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6t' ad., 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.
—Fasbum-
#0"1.1re Min. at
010.1-10 Min. Per Tadfe A' far Row
Spacing amr Design Pressures
Hex Washer Head Wood Screws
Der c
-15W arguer Plywood, or
-Woodplar&
24-
1Z'
3=
T
12"
Panel Profile
Nominal 12"
O.C.
5-V Onup Rod Panel
Fasten '
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
Oved
Panel Refer to Table "A" for Spacing Along Panel
ap Length
Deck-15132" or greater
Plywood, or
-Wood plank