HomeMy WebLinkAboutPRODUCT REPORT1
Palm City, FL 34990
Compliant with Florida Building Code 2017 (61 ed.) ELLIFEEB
Ec,
Compliant with Florida Product Approval Rule # 61G20-3Compliant: 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
SCANNED
BY
St. Lucie County
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 (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)
Underlaymentc 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
43.5 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" o.c.
12" o.c.
FASTENERSIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report D5893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/24
*EQUIVALENCY-UL1897--04 is equivalent totest standard UL1897dri�rnr *Design pressure margin of safety2:1
601
Locke Bowden, RE does not have, not will acquire a financial i % -\t L`K'c4�gYm
under this evaluation.
Locke Bowden, RE is not owned, operated, or controlled by a& compatlypmb%Vmlturet
report. S 10 ; /! A
!RIOT'.'
distributing products
products under this
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1
FI-17022.1 5V ::i imp (26GA Steel), 24" Wide Root i4anel - Details
'i Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 01' ad.
2. Minimum slope to be compliant with Florida Building Code 2017 fish ad., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities wlunsdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6"' ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading. f
7. This report does not imply warranty, installation, recommended product use outside of this report
— Fasfe -
#9x1-12°Min. or
#1031-12'Min. paT9hb A-IwRow - SVC np RoofPael
Spacing and Design Possums
H"V"erHeadWood Screws
Deck.
-15wagnsdap4VAntor
-Vbod pla*
24"
3B
�T
T � --
Panel Profile
Nominall2" Nominall2"
O.C. o.a
Fasten
x 1-1/2" Min. or #10 x 1-12" Min. per
-fable"A" Hex V%sher Head Screw
Spaced 12" o.c. across the Panel W dth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck- 15/32" or greater
Plywood, or
-V1bod plank