HomeMy WebLinkAboutPRODUCT APPROVAL - 5 V CRIMPliant.with Florida Building Code 2017 (6th ed.)
liant with Florida Product Approval Rule-# 61G20-3
nt: Keystone Certifications
5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2
160 SW Poma Drive
Palm City, FL 34990
r NNED
By
SO Ludo'County
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.1S07.4.3
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)
Faste`i er 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
Shall be in compliance with FBC Sec.1507.
See Fastener attachment specirications 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" ox.
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 - EMS93.01-450-18 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 equivaient.to *Design
test standard UL 1897,1
pressure margin of safety 2.1
Locke Bowden, P.E. does not have, not will acquire a financial :in4t H' �cg ` q m iWfacturing or distributing products
under this evaluation. •
�f f 6
Locke Bowden, P.E. is not owned, operated, or controlled by a& cosnparfl nibi'araLturer, or distributing products under this
report.
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AN '04
Limitations:
1. Underl,
2. Minimu
3. Produc
4. Engines
5. Fire cla
6. Suppor
7. This
- r "
T FL17022.1 5Vgimp (26GA Steel), 24" Wide Roo;.._ )anel -Details
ment to be compliance with current Florida Building Code (FBC)2017 6th ed.
slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
ng analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
;ification is not part of this acceptance. Shear diaphragm values are outside this report.
raming in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Loading.
rt does not imply warranty, installation, recommended product use outside of this report.
15W or greater Plywood, or
Wood plank
Nominal 12"
O.C.
Z4"
12"
01
OPUML,SIRIA-rIONS
Passel Profile
Nominal 12"
O.C.
Fasten '
9 x 1-1/2" Min. or #10 x 1-1/2" Min. per
Table "A" Hex Washer Head Screw
Panel Spaced 12" o.c. across the Panel Width
Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
- Wood plank