HomeMy WebLinkAboutPRODUCT APPROVAL - STEEL ROOF PANELCompliant with Florida Building Code 2017 (61 ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2
Palm City, FL 34990
SCANNED
BY
St Lucie County
'ield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood
leek w/ min. 0.42 specific gravity with screws. 24" Coverage
1b Height 3/&
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 I (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)
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" ox.
FASTENER SIZE.
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report QS893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/i8/15
TAS 125-03, Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY UL 1897-04 Is equivalent to teststandard M 1897-i f *Design pressure margin of safety 2:1
.ill f111114, .
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Locke Bowden, P.E. does not have, not will acquire a financial in �tij ��cgri� m�iG�facturing or distributing products
under this evaluation. �. . .
Locke Bowden, P.E. is not owned, operated, or controlled by a& compar1VpmA9& turer, or distributing products under this
report. • •
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FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Limitations:
1. Underlaymetj t 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.
6. Support framing in compliance w/FBC 2017 6th 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.
— Fasteners -
#9x1-1/7'Min. of
#10 x 1-1/2' Min perT M 54' tbrRow � rrV Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
Deck:
-15/92' or greater Plywood, or
-wood plank
24'
318
T
opnoNALSTRIi MONO
Paned Profile
Nominal 12" Nominal 12"
O.C. o.c.
Fasten
9 x 1/2" Min. or #10 x 1-1/2" Min. per
able "A" Hex Wisher Head Screw
Spaced 12" o.c. across the Panel Wdth
Panel Lengthfto Table "A" for Spacing Along Panel
Overlap
i
i
Deck-15/32" or greater
Plywood, or
-VAbod plank