HomeMy WebLinkAboutPRODUCT REPORTCompliant with Florida Building
Compliant with Florida Product
M
2017 (61 ed.)
Ival Rule # 61G20-3
Palm'City, FL 34990
Compliant: Keystone Certifications RECEiVED
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�r
MAY 1 1 2018
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2ST. 4 ucieoU yP
Yield strength: 50 ksi min.; Attached to min.15/32�I p 1l ,
Deck w/ min. OA2 specific�1gravity with screws. 24" Coverage
Rib Hei ht 3/8"
itting
a
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener 1(Method 1 Attachment) it #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
i
Slope: Shall be in compliance with FBC Sec.1507.
See Farenera�%hmentspedfications above
Install Details: Table A Allowable Loads
METHOD 11
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
16" o.c.
16" ox.
8" O.C.
6" o.c.
FASTENER SPACING (ALONG Panel width)
12" O.C.
12" o.c.
12" ox.
12" ox.
FASTENER SIZE I
1 #9
#10y
#10
1 #10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:15 7
UL 580-06 & 1897-041 Test Report =893.01- 0- 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report 1305893.02-450-18 07/22/24
*EQUIVALENCY-UL 1897--04 is equivalent to test standard UL 1897-i?f *Design pressure margin of safety 2r1
ID 60
Locke Bowden, P.E. does not have, not will acquire a financial in w,t q `�F�cQgy m%facturing or distributing products
under this evaluation. •
Locke Bowden, P.E. is not owned, operated, or controlled by ai hurer, or distributing products under this
report.Or
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{ FL17O22.1 5V Crimp ii
Lim�ations:
1. Underlayment to be compliance with current Floi
2. Minimum slope to be compliant with Florida Buil(I
3. Products are compliant for State of Florida prods
4. Engineering analysis for "project specific approv,
5. Fire classification is not part of this acceptance. ,
6. Support framing in compliance w/FBC 2017 6th e
Structural Loading.. 1
7. This report does not imply warranty, installation,)
Dedc
15132' or greater
Mod plank
Steel), 24" Wide Roof Panel - Details
is Building Code (FBC)2017 6th ed.
ig Code 2017 6th ed., and per with Manufacturer's installation reference.
t approval per Rule 61G20-3. Compliance Method: 1-D
by local authorities w/jurisdiction is allowed by other registered engineers.
fear diaphragm values are outside this report.
., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
recommended product use outside of this report.
1r
3r$°
or
— Fasteners -
#9 x 1-11P" Min: or
#10 x 1-IC' Min. parTab/e A' for Row 5-V Gimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood. Screws
Parcel Profile.
Nominal 12'1. Nominal 12"
O.C.. O.C.
I
Fasten
9 X -1/2" Min. or #10 x 1-1/2" Min. per
able "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
-Wood plank