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2160 SW Poma Drive
Palm City, FL 34990
772)872-8034
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule#61G20-3
Compliant: Keystone Certifications
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/S"
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
3/1V 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"ox.
FASTENER SPACING (ALONG Panel width) 12" ox. 12"ox. 12"ox. 12"ox.
FASTENER SIZE #9 #10 #10 #10
Reference Data: ARCHITECTURAL TESTING, INC.TST ID#: 1527
UL 580-06& 1897-041 Test Report 035893.01-450-18 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 1897-1 ffnn�,� *Design pressure margin of safety 2:I
Locke Bowden,P.E.does not have,not will acquire a financial int �q a �F�cgq�►mfacturing or distributing products
under this evaluation, a 4
Locke Bowden,P.E.is not owned,operated,or controlled by a&coiAparN;)rnbbafaltures,or distributing products under this
report.
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Lhmdationa:
1' U ^ compliance with current Florida Building Code m17� ed'
2. Minimum slope tobacompliant with Florida Building Code 2017 61hed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: I-D
| 4. Engineering analysis for"project specific approval bylocal authoritioewWuriodicbmniaallowed byother registered engineers.
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5. Fire classification is not part of this acceptance.Shear diaphragm values are outside this report.
G.Support framing incompliance n/FBC 2O1T6th ed'. Chapter 22 for Steel,Chapter 23for Wood and Chapter 1Ufor
Structural Loading. .
7.This report does not imply warranty,installation, recommended product use outside of this report.
Fasteners'
Spacing and Design Pressures
Hex Washer Head Wood screws
�---_oecc
-1532'or greater Plywood,or
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f
Panel Profile
.
Nominal 12" Nominal 12"
Fasten
in.
er
_g 1 ._ '_ or ' .
-Table"A" Hex Washer Head Screw
Spaced 1�o.d.across the Panel Wdth
Panel Refer bnTable"N^fovSpacing Along Panel
Overlap Length
Deck-15/32^orgreater
Plywood,or
Mod plank
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