HomeMy WebLinkAboutPRODUCT APPROVALSCANNED BY
St. Lucie county
Palm City, FL 34990
III pliant with Florida Building Code 2017 (61h ed.)
pliant with Florida Product Approval' Rule # 61G20-3 J
pliant: Keystone Certifications
Pro, uct: 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"
Corr; I sion Resistant Compliant: FBC Sec. 1507.4.3
Fast ner 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
3/1 ��' min'. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
req rements)
Fast" ner 2 (Method 2,3, & 4 Attachment): #20 x 1-1/2" Hex -Washer Head wood screw* to
pen 'irate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to mil et requirements)
Und ,rlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slopo: Shall be in compliance with FBC Sec. 1507.
See Fastener attachment specifications above
Insta1jj Details: Table A, Allowable Loads
' METHOD 1
METHOD 2
`, METHOD 3_
METHOD 4
DESI PRESSURE* _ ._.'
-86 PSF
-93.5 PSF
=101 PSF
-228.PSF.
ROW!PACING _ _
16"o.c. ;
_ ,16" o.c._.
8" O.C.
6" O.C.
FASTEN ER SPACING (ALONG Panel width) ,
. 12" o.c.
12" o.c. _.,.._
12" o.c.
12" o.c.
FASTENER SIZE _- _ 7,
#9.
#16
_ no -
no
Refer) nCe Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
'UL 58 06 & 1897-041 Test Report DM893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 111 1 5-03 Test Report D05893.02-450-18 07/22/14
*EQU IALENCY--UL 1897--04 is equivalent to test standard UL 1897-1� *Design pressure margin of safety 2;1
%1 fr�rrn�.
Locke Bi wden, P.E. does not have, not will acquire a financial int4i 414a c4 n4m iWfacturing or distributing products
under t s evaluation. • E . '�
Locke B den, P.E. is not owned, operated, or controlled by a& coiApai'(VprnbiWfaLtureP, or distributing products under this
report. • :?
STr<T C4
a, • ... , ,�,�;;:
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FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details
1. L nde Ilayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Mini um slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
3. Prod cts are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engi ering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire c� ssification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Supp I rt framing in compliance w/FBC 2017 60, ed.,, Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structl��ral Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
15/k" or greater Plywood, or
- Wood plank
247
3/8"
OPTIONAL STRIATIONS
Panel Profile
Nominal 12Nominal 12" Nominal 12Nomin_al 12"
o.c�o.c.
Fasten
1/2" Min. or #10 X 1-1/2" Min. per
-Table "A" Hex Wisher Head Screw
Spaced 12" P.c. across the Panel Wdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
- V1bod plank