HomeMy WebLinkAboutPRODUCT APPROVAL - STEEL ROOF PANELPalm City, FL 34990
Compliant with Florida Building Code 2017 (61 ed.) SCANNED
Compliant with Florida Product Approval Rule # 61G20-3 BY
Compliant: Keystone Certifications St Lucie County
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 2567.4.2
Yield strength: 50 ksi ruin.; 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" ruin. thru deck or 5/8" embedment.into wood plank. (*or sufficient length to meet
requirements)
Fastener r 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/16" min. thr.0 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.
r See Fastener attachment specifications above
Install Details: Table A Allowable Loads
METHOD i
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" G.C.
FASTENER SPACING (ALONG Panel width)
12" D.C.
12" o.c.
12" o.c.
12" o.c.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: IS27
UL 580-06 &.1897-041 Test Report 1115893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125I 3 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY.-UL 1897-04 is equivalent to test standard UL 1897-1� *Design pressure margin of safety 2:1
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Locke Bowden, P.E. does not have, not will acquire a financial In t i j ajec(? - -;On. facturing or distributing products
under this evaluation.
Locke Bowden, P.E. Is not owned, operated, or controlled by air coApadtiiPmbf1Pfk tures, or distributing products under this
report.
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FL17022.1 5V Crimp (26GA 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 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
Structura[ Loading.
7. This report does not imply warranty, installation, 'recommended product use outside of this report.
Fasteners -
tt9 x 1-117' Min. or
#10 X 1-1i2' Min perft& A' lurRow 5•V Crimp Root Panel
Spaeing and Design Pressures
Hex Washer Head Wood Screws
Qq,
Deck:
- M2' or greater Plywood, or
- Mw pw*
XF
opnONALSMATiONS�
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
JU x 1-112" Min. or #10 x 1-1/2" Min. per
able "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Wdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
I
Deck-15/32" or greater
Plywood, or
-\Abod plank