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t [�`� RECEIVED
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Palm City, FL 34990
ST: LUCIE coUNTY
Compliant with Florida Building Code 2017 (6U' ed.) BUILDING DIVISI N
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Compliant with Florida Product Approval Rule # 61G20-3 FOR comp R cc
RMEWED BY
Compliant: Keystone Certifications I DATE -z2 -to
. pL.ANS AND F ZAA,v
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 " IV ILL C� Rye
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 wood plank. (*or sufficient length
to meet requirements) CONCF,W FASTENERS ORATFACHMENTS
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 ARE THE RESP
Slope: Shall be in compliance with FBC Sec.1507.
ONSI01111Y OF THE
CONTRACTOR OF RECORD
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
428 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
1 #9
#10
1 #10
1 #10 J.
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report EX15893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report DOS893.02-4S0-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897. *Design pressure margin of safety 2:1
Locke Bowden, P.E. does not have, not will acquire a financial intQ'41
no, �,.;%facturing•or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by any cosApaiilipinAftia tuA, oriistributing products under this
report. THF,SE PLANS AND ALL PPOPCq�D WORT, Er � �'�
®r ) I, fit, J��^ G J ARE ,91)WECT I 0 A � 00P''Ff- TIONS f ' . •- S r Ti • -OZ1 1
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FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 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.
7. This report does not imply warranty, installation, recommended product use outside of this report.
15f37' or greater Plywood, or
- Mood plank
247
30
12'
L
oanON ALSTRATtoN,s
Panel Profile
Nominal12" Nominal12"
O.C. O.C.
Fasten
fg x 1-1/2" Min. or #10 x 1-112" Min. per
-fable "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Wdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
-Wood plank