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Compliant with Florida.Building Code 2017 (61h ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: KeystoneCertifications
Palm Ctty,.Fl 34990
Product: 5 V Crimp 26GA Steel Roof panel FBC Sec.1S07A.2
Yield strength: SO ksl 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.1S07A.3
Fastener '1(Method i 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 1(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. 1S07.
-Coo Fa- ner attach ent sowif/cadons'above
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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 -160 o.e. 116r o.c. 800. e.
12"
6" O.C.
12" o.a
FASTENER SPACING ALON6 Panel width 12° o.c. o.c. -
010
FASTENER SIZE_ #9 #10 #10
Reference Data: ARCHITECTURAL TESTING,iNC. TST ID#:15 7
UL 580-06 & 18974W Test Report 110 593.01 0-i8 /oz/is
,
Test Report F3366.01-45 8 u✓�/35
TAS 125.03 Test Report D05893.02-450-18 07/22/�
• preMo re marg/n o/smW 2.1
=EQUIVALENCr_UL 1897-M is equivalent to test mindard UL 189K1%111►
Locke Bowden, P.6 does not have, not will acquire a finan
under this evaluation.
6x*e Bowden, P..E. is not named, operated, or controlled
report.
products -
rider this
_.
FL17022.1 Et gimp (26GA Steel), 24" Wide ROL•._ :=anal -Details
Limitations:
1. Underiayment to be compliance with current Florida Building Code (FBC)2017 6th ad.
2. Minimum slope to be compliant with Florida Building Code 2017 61h 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 wfjurisdiction is allowed by other registered engineers.
5. Firo'classification is not part of this acceptance. Shear diaphragm values are outside this report.
B. Support framing in compliance w/FBC 2017 Wh ad., Chapter 22 for Steel, Chapter23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
p9.1-1fr Min. m
#10.1-1rrl4m. perTehb'A'fori? w
Spadn# •ad OadIM f8Mawaaa
Haxweaher HeadWaod Swag
Dais
-157r arpealer Ryaaod, or
-V11aatl Plank
30'
1 7
I �ipilaNALS
Panel Profile
O.G. — — O.C.
&V drop Rad Part.
r Fasten
k§x1=1/2" Min. or #lox 1-1/2" Min. per
Tabla "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Wdth
Panel Refer to Table "A" for Spacing Along Panel
overlap Length
Deck- 15/32" or greater
Plywood, or
-Mod plank