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2160 SW Poma Drive
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6' ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Seca 1507.4.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood
Deck w/ min. OA2 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
--93.5 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.
22" o.c.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report I$893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/19/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897- �� � � *Design pressure margin of safety 2.1
Locke Bowden, P.E. does not have, not will acquire a financial intQfIg cg4ymi4;facturing or distributing products
under this evaluation. �. • ' '�
Locke Bowden, P.E. is not owned, operated, or controlled by any coAparNam%iiJfa4ture9, or distributing products under this
report. . <.'
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- 11 ' .
FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details
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 61020-3. 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 6ffi 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.
Dedc
-15w or greater Plywood, or
- Wood plank
— Fasteners -
#9 r 1-1f2' Min. or
910 x 1-112' Min. perTable A' for Row S-V Omp Roof Wand
Spading and Design Pressures
Hex Washer Head Wood Screws '
14"
QPTtONAL
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
9 X -1/2" Min. or #10 x 1-1/2" Min. per
Table "A" Hex Washer Head Screw
Panel RSpaced
fer to Table "A" for.Spac g ss the Panel
g Panel
Overlap Length
Deck 15/32" or greater
Plywood, or
- Wood plank