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2160 SW Poma Drive
Palm City, FL 34990
4772)872-8034
Compliant with Florida Building Code 2017 (6h ed.) F-3
C VG7
Compliant with Florida Product Approval Rule#61G2Compliant: Keystone Certifications 4 20;20
nty, Permitting)
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
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" 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. 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.S 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"o.c.
FASTENER SIZE 1 #9 #10 #10 #10
Reference Data: ARCHITECTURAL TESTING,INC.TST 10#: 1527
UL 580-06& 1897-041 Test Report X893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1f t ii *Design pressure margin of safety 2;1
Locke Bowden,P.E.does not have,not will acquire a financial iin"4i 6Afacturing or distributing products
under this evaluation.
Locke Bowden,P.E.is not owned,operated,or control a&cosAparkornifddf Aturer,or distributing products under this
report.
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CODE COMPLI s� ®, r . �r i 7
ST. LUCIE COUNTY *'
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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 6t'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-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
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
Fasteners-
#9 x 1-1/2"Min.or
10x 1-112•Min.parTabb A'for Row 5-V Crimp Roof Panei
Spacing and Design Pressures
Hex Washer Head Wood Screws
Q
�m
P
Decic
15137'cr greater Plywood,or
-Wood plank
N �..
/ /
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
P9 x f--1/2"Min. or #10 x 1-1/2"Min.per
—fable"A" Hex Vldsher Head Screw
Spaced 12 o.c.across the Panel Vudth
Panel � . Refer to Table"A"for Spacing Along Panel
Overlap Length
Deck-15/32"or greater
Plywood,or
-Wood plank