HomeMy WebLinkAboutSTEEL ROOF PANELr
Compliant with Florida Building Code 2017 (611 ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Palm'City, FL 34990
SCANNEL
BY
St Lucie.Col
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
®eck 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
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
i
Slope: Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
Install Details: Table A Allowable Loads
METHOD 1
tMETH(D 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" ox.
FASTENER SPACING (ALONG Panel width)
22" o.c.
12",o.c..
12" ox.
12" ox.
FASTENER SIZE
#9
ri;X s 10,
#20
1 #10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 1897-041 Test Report EMS93.01-450-18 05/02/14
Test Report F3366.01-450-18 iz/28/25
TAS 125-03 Test Report . D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897--04 is equivalent to test standard UL 1897--i *Design pressure margin of safety 2:1
Locke Bowden,, P.E. does not have, not will acquire a financial iTO
n�q Lcgq�m$iyfacturing or, distributing products
under this evaluation. • • '
Locke Bowden,j P.E. is not owned, operated, or controlled by a& colpanvpmbfldure0, or distributing products under this
• •
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�FL1702211 LSUCrilrnpt(26GA Stee1),24" Wide Roof Palriel 'Details =q ,,
Limitations:
1. Underlayme',t to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6t' 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: 1-1)
4. Engineering analysis for "project specific approval by local authorities wrurisdiction 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 6t' 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.
A
Deck
1MZ' or greater Plywood, or
Mod plank
— Fasteners -
N x 1-11P" Minor
#10 x 1-1@'' Min. per Table A- for Row 5-V Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
24"
12"
318"
Panel Profile
Nominal12" Nominal12"
O.C. O.C.
Fasten
V9 x 1-1/2" Min. or #10 x 1-1/2" Min. per
able'A" Hex Washer Head Screw
cross the Panel Wdth
Panel Refer to Table Aa for Spacing Along Panel
Overlap Length
Deck- 15/32" or greater
plywood, or
- Wood plank