HomeMy WebLinkAboutPRODUCT REPORT - STEEL ROOF PANELPalm City, FL 34990
Compliant with Florida Building Code 2017 (61 ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 2507.4.2
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
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)
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
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE*
-86 PSF.
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
16" D.C.
16" D.C.
8" D.C.
6" D.C.
FASTENER SPACING (ALONG Panel width)
12" D.C.
12" D.C.
12" D.C.
12" D.C.
FASTENER SIZE
#9
#10
1 #10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL S80-06 &:1897-041 Test Report 1115893.01450-18 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 equivalent to test standard M 1897-1 ffirut�*Design pressure margin of safety 2:1
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Locke Bowden, P.E. does not have, not will acquire,a f+nanclal inyt q ajr�cq rliWfacturing or distributing products
under this evaluation. �.
Locke Bowden, P.E. is not owned,• operated, or controlled by air coApa►•illpmbbil Ztures, or distributing products 'under this
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FL17022.1 5V.Crimp (26GA Steel), 24" Wide Roof Panel - Details
ayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
m slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
is are compliant for State. of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
eying analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
ssification is not part of .this acceptance. Shear diaphragm values are outside this report.
t framing in compliance w/FBC 2017 6111 ed., Chapter 22 for Steel,. Chapter 23 for Wood and Chapter 16 for
ral Loading.
port does not imply warranty, installation, recommended product use outside of this report.
Panel
Overlap
r— Fasteners-
#9 x 1 -117Min. or
#10 x 1-Id' Min, parTabl& %1-JcrRow
Spacing and Design Pressures
Hex Washer Head wood Screws
PI
Deck
IMT or greater Plywood. or
• Wood plank
Nominal
O.C.
24"
QPnom STRiAMONS
Parcel Profile
Nominal 12"
O.C.
5V Crimp Roof Panel
Fasten Y
4g x 1-1/2" Min. or #10 x 1-1/2" Min. per
able "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel VVIdth
Refer to Table "A" for Spacing Along Panel
Length
Deck-15/32" or greater
Plywood, or
- Wood plank