HomeMy WebLinkAboutPRODUCT APPROVAL - 5-V CRIMP71Lt UUPY7o
Palm City, FL
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications OCT 3 0 2018
[R�ECEIVED
cie County, Kerr
SCANNED
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1S07.4.2 BY
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood St Lucie County
Deck w/ min. 0.42 specific gravity with screws. 24" Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastened 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 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" o.c.
FASTEN ERI SPACING (ALONG..Panel width)
12" o c
12" o.c.
12" o.c.
12" o.c.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06'& 1897-041 Test Report 1315893.01-450-18 05/02/14
i
TAS 125-03
*EQUIVALENCY--UL 1897-04
Test Report F3366.01-450-18 12/18/15
Test Report D05893.02-450-18 07/22/14
is equivalent to test standard UL 1897-4 � � � � � . *Design pressure margin of safety 2.1
Locke Bowden, P.E. does not have, not will acquire a finan
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled
report.
,, Iq a zqp ny m.?f!wfacturing or distributing products
coeiparfllpmb8a&aturem, or distributing products under this
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FL17022.1 5VI� .,�mp (26GA Steel), 24" Wide Roo',_ -`,nel - Details
Limitations:
1. Underlaymelnt 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
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
151;Z' or greater Plywood, or
Wood plank
247
1x"
3/8"
OPTIONAL STRIAnoNs
Nominal 12"
O.C.
Panel Profile
Nominal 12"
O.C.
Fasten
f9 x 1-112" Min. or #10 x 1-1/2" Min. per
Table "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel VVdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
-Wood plank