HomeMy WebLinkAboutPRODUCT APPROVAL - STEEL ROOF PANELPalm City, FL 34990
Compliant with Florida Building Code 2017 (61h ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
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:jShall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
METHOD 1
METHOD 2
METHOD 3
METHOD 4
Install Details: Table A Allowable Loads
DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
RO' SPACING -r�� x y
r. � , � �� �::f �� � � � �{ ��-•;� .�
»
_�:.�,16 .o.c.
16 O.C."
8 O.C.6
» o.c.
FAS;TiENER SPACING ALONG Panel vindt
12" o.c.
12" ox,
12" o.c.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test 'Report DS893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 1-2J -03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 *Design pressure margin of safety 2.1
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Locke Bowden, P.E. does not have, not will acquire a financial int%er; a �cg 0�►m,�G;
under this evaluation. � o R
Locke Bowden, P.E. is not owned, operated, or controlled by aQy cowipar(VPrrbi1dflAturer, or
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FL17O22.1 Crimp (26GA Steel), 24" Wide F, - 4 Panel -Details ,
ti
mitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)201.7 6th 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 61 G20-3. 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 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading. j
7. This report does not imply warranty, installation, recommended product use outside of this report.
!GZ' or greater Plywood, or
Wood plank
24-
3f
Panel
Overlap
li s RC_AJU_2
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
_t9 X 1-1/2" Min. or #10 X 1-1/2" Min. per
-fable "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Refer to Table "A" for Spacing Along Panel
Length
Deck-15/32" or greater
Plywood, or
- Wbod plank