HomeMy WebLinkAboutProduct ReportUO SW Poma Drive
Palm City, FL 34990
Compliant with Florida Building Code 2017 (6 h 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 3/15" 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" 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
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report 035893.01-450-18 05/02/14
Test Report .F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL1897-04 is equivalent to test standard UL1897-I�i11111rrl *Design pressure margin of safety2:1
Locke Bowden, P.E. does not have, not will acquire a financial int q stycq q{Im iyfacturing or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by airy compad#j)rnb tdfa0turem, or Eistributing products under this
report. -.0 . / "% I. i = ,,e
'.: `.TONAL 0.s-',
FL17022.1 64 �-,.7mp (26GA Steel), 24" Wide Root . _ael -Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., 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 w/jurisdiction 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 61h ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
— Fasteners -
#9.1-1@'Min. or
#10x 1-1/2°Min. per Table A' for Row &V Uno Roo( Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
Dedc
-1MT or greater Plywood, or
- Wootl park
24-
12"
Panel Profile
Nominall2 Nominal12'
O.C. o.c.
Fasten
�x �1/2' Min. or #10 x 1-1/2" Min. per
fable"A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Wdlh
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
- Wbod plank