HomeMy WebLinkAboutPRODUCT REPORTF
Palm'City, FL 34990
Compliant with Florida Building Code 2017 (6dr ed.) RECEIVED
Compliant with Florida Product Approval Rule # 61G20-3 FEB 2 5 nig
Compliant: Keystone Certifications
ST. Lucie County, rermltung
SCANNED
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 BY
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood St. Lucie County
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 5/9" 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 specfficafions above
Install Details: Table A Allowable LoadS
METHOD i
METHOD 2
METHOD 3
PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
ROWSPACING
16" O.C.
16" O.C.
8" O.C.
FASTENER SPACING (ALONG Panel width)
22" o.c.
12" o.c.
12" O.C.
NETHODDESIGN
FASTENER SIZE
#9
i130
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 '
UL 580-06 & 1897-041 Test Report D3893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report •D05893.02-450-18 07/22/14
*EQUSVALEAICr-UL 1697-94 is equivalent to testsrsaodard UL t897 �i�prrrrr "Desl9"Piss"re margin oPsafety2:1
Locke Bowden, P.L does not have, not will acquire a flnan
under this evaluation.
_Locke Bowden, P.E. is not owned, operated, or controlled
report. - - - - - - - -
distributing products
products under this
,0
` FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Limitations:
1. Undedayment to be compliance with current Florida Building Code (FBC)2017 61h ad.
2. Minimum slope to be compliant with Florida Building Code 2017 601 ad., and per with Manufacturer's Installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities w4udsdiction 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 w1FBC 2017 6M ad., 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.
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Panel Profile
o.c. I O.C.
Fasten
x 12'�Min. or #lox 1-12" Min. per
able "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Wdth
Panel Refer to Tabte "A" for Spacing Along Panel
Overlap Length
- — -- — - i Deck 15/32" or greater
Plywood, or
- Wbod plank