HomeMy WebLinkAboutPRODUCT REPORT - 5V CRIMPMANNED 2160 SW Poma Drive
0V Palm City, FL 34990
Lucie County (17,2)872-8034
Com' liant with Florida Building Code 2017 (6t' ed.)
Com liant with Florida Product Approval Rule # 61G20-3
Corn liant: 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 3/8"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fasteer 1(Method 1 Attachment): #9 x 1-2/2" Hex -Washer Head wood screw* to penetrate
3/16'fmin. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
requi iements)
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)
Under, ayment: To be compliant with FBC Sec. Chart 1507.1.1
Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
Install betails: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE*_ _
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF_
ROWS ACING
16" o.c.
16" o.c.
8" o.c.
6" o.c.
FASTENER
SPACING (ALONG. Panel width)
12" o.c.
12" o.c.
12" o.c.
12" o.c.
FASTENER
SIZE
#9
#10
#10
#10
iefere2ce Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report D05893.01-450-18
Test Report F3366.01-450-18
05/02/14
12/10/15
I
TAS 12 -03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-IFr.... *Design pressure margin of safety 2.1
Locke E
under 1
Locke E
report.
tden, P.E. does not have, not will acquire a financial .int 1. e � cg rhimjfwfacturing or distributing products
y
evaluation. - a
+den, P.E. is not owned, operated, or controlled by a& cosAparlVornhila baturer, or distributing products under this
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FL17022.1 5V Cry, ra (26GA Steel), 24" Wide Roof P� _,�I -Details
1. Underl yment 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. Produces are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engine �i ring analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire cla sification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Suppo framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structu lal Loading.
7. This reportp does not imply warranty, installation, recommended product use outside of this report.
a2" or greater Plywood, or
Wood plank
24"
ur In
nn n n
OFMONAL s7RIATIOM
Parcel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
ff x 1-1/2" Min. or #10 x 1-1/2" Min. per
Table "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
Wood plank