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Compliant with Florida Building
Compliant with Florida Product
Keystone Certificatio
2017 (6t" ed.)
ival Rule # 61G20-3
Palm City, FL
CONCEALED FASTENERS OR ATTACHMENTS
Permitting Department
St. Lucie County
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
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 woodBK4htNhVdi@K
to meet requirements) I ARE SUBJECT TO ANY CORRECTIONS
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 REQUIRED BY.FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO 4
CONRIRY WITH A" APOWARM 9039,
Slope: Shall be in compliance with FBC Sec.1507. • —.-. �_...
I See fal&2Ug&att&chmentspecifications above
Install Details: Table A Allowable Loads
METHOD 17
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 i
#9
#10
1 #10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report D05893.01-450-18 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-UL 1897--04 is equivalent to test standard UL 1897--1 �� ! *Design pressure margin of safety 2;1
Locke Bowden, P.E. does not have, not will acquire a financial
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by,
report.
# 4Y690wfacturing or distributing products
coraipanVptnl ililf, -iturer� or distributing products under this
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FL17022.1
.,*-primp (26GA Steel), 24" Wide Rom, :panel - Details
Limitations: I
1. Underlayment to be compliance with current Flo
2. Minimum slope to be compliant with Florida Buil
3. Products are compliant for State of Florida prod)
4. Engineering analysis for "project specific approv
5. Fire classification is not part of this acceptance.
6. Support framing in compliance w/FBC 2017 6th 1
Structural Loading.
7. This report does not imply warranty, installation,
da Building Code (FBC)2017 6th ed.
ng Code 2017 6th ed., and, per with Manufacturer's installation reference.
;t approval per Rule 61 G20-3. Compliance Method: 1-D
I by local authorities w/jurisdiction is allowed by other registered engineers.
hear diaphragm values are outside this report.
i., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Deck
15/32" or greater Plywood, or
Wood plank
mended product use outside of this report.
— Fasteners -
#9 x 1-112" Min. or
#10 x 1-1/2" Min. per Table A° for Row &V Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
I
2,1-
12"
3V I
� OFMONAL STRIAT[oP75
Panel Profile
Nominal 121 Nominal 12"
O.C. O.C.
Fasten
9 x 1-1/2" Min. or #10 X 1-1/2" Min. per
able "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Panel . Refer to Table "A" for Spacing Along Panel
Overlap �� Length
Deck-15/32" or greater
Plywood, or
-Wood plank