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mpliant with Florida Building Code 2017 (611 ed.)
mpliant with Florida Product Approval Rule # 61G20-3
Keystone Certifications
uct: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2
Palm'City, FL 34990
SCANNED
BY
st. Woe Ccan�v
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood
Deck w/ min. 0.42 specific gravity with screws. 24" Coverage
Rib Height 3/8"
i Resistant Compliant: FBC Sec.1507.4.3
RECEIVED
AUG 3 1 Amy
Permitting Department
St. Lucie County
tener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
6" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to, meet
uirements)
tener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
ietrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
meet requirements)
To be compliant with FBC Sec. Chart 1507.1.1
Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
[I Install Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
JI DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
IIROW SPACING
16" O.C.
16" ox.
8" O.C.
6" ox.
[FASTENER SPACING (ALONG Panel width)
22" ox.
12" o.c_ .
12" o.c.
12" o.c.
111FASTENER SIZE
1 #9
1 #10
1 #10
#10
teference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report 135893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
rAS 125-03 Test Report . D05893.02-450-18
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897--1
16r nrr�,,t
07/22/14
*Design pressure margin of safety 2:1
Bowden, P.E. does not have, not will acquire a financial in'41r3 of b@4y6,9*factuiing or distributing products
this evaluation. = •
Bowden, P.E. is not owned, operated, or controlled by a& coApar1Vj)mbf11f*urer, or distributing products under this
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FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
imit�ions:'
1. U derlayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. A�linimum 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 61G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fj� a 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
Structural Loading. .
7. Tjiis report does not imply warranty, installation, recommended product use outside of this report.
Deck
1513Z' or greater Plywood, or
Mod plank
12"
ys^
— Fasteners -
#9x1-10Min. or
#10 x 1-112" Min. per Table 4' for Row 5-V Crimp Roof Panel
Spacing and Design Pressure
Hex Washer Head Wood Screws
Panel Profile
Nominal12" Nominal12"
O.C. O.G.
Fasten
9 X1/2" 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
Deck- 15/32" or greater
Plywood, or
- Wood plank