HomeMy WebLinkAboutPRODUCT APPROVAL - STEEL ROOF PANELCompliant with Florida Building Code 2017 (611 ed.)
Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications EIE COPY
Product: 5l •rtni ZfsGAsS�teeI Roof Panel FBC See.1507.4.2 6CANNED
IeY d stre: 50 ksi min.; Attached to min.15/32" plywood or Wood BY
Deck.w/ min. 0.42 specific gravity with screws. 24" Coverage St Lucie County
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.1S07.
See Fastener attachment specifications above
installDetails: Table A Allowable Loads
METHOD 1
wMETHOMV
METHOD 3
METHOD 4
DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
16" O.C.
W 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
__
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ION: 1527 .
UL 580-06 & 1897-041 Test Report C(5893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report . 1305893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-i *Design pressure margin of safety 2:1
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Locke Bowden, P.E. does not have, not will acquire a ftnandal in qadWcg q�m�iyfacturing or distributing products
under this evaluation. = • '
Locke Bowden, P.E. is not owned, operated, or controlled by any cos;par1Vbtnb91falturer, or s
distributing products, under this
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report.Or , • ;'
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y FL17022.1_ 5V Crimp (266A Steel), 24" Wide, Roof Panel..- 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 wrurisdiction is allowed by_ other registered engineers..
5. Fire csification is not partof this acceptance. Shear diaphragm values are outside this.report:
classification
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 x 1-112" Min: or
#10 x 140 Min. or Table for Row SCrim V p Roof Panel
Spacingand Design Pressures
Hex Washer Head wood Screws
.
Panel Profile
Nominal 12" -Nominal '17'
O.C. O.C.
i Fasten
-1/2" Min. or.#10 x 1=1/2" Min. per
able "A" Hex Masher Head Screw
Spaced 12" o.c. across the Panel 1Mdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck- 15/32" or greater
Plywood, or
- Wbod plank
I/