HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING"pliant with Florida Building.Code 2017 (6`1 ed.)
Co1inpliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Palm. City, FL 34990
8-CAN, 1qUU
PY.
St Lucie Counts.
Product: 5 V Crimp 266A 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"
Corosion 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/ I6" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length tor meet
re uirements)
Fattener 2 (Method 2,3, & 4 Attachment): #10 x.1-1/2" Hex -Washer Head wood screw* to
pe I etrate 3/16" Amin. thru deck or.5/8" embedment into wood plank. (*or sufficient length
to I' eet requirements)
Un� erlayment: To be compliant with FBC Sec. Chart 2,507.1.1
Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
Ins 'all Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE*
-86. PSF.
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
16" o.c.
26" ox.
8" o.c.
6" C.C.
FASTENER SPACING_(ALONG Panel width)
12" O.C.
12" o.c.
12" O.C.
12" o.c.
FASTENER SIZE
#9
1 #10
1 #10
1 - #10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 &.1897.041 Test Report 1M893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TASi' 125-03 Test Report. D05893.02-450-18 07/22/14
*EQi XALENCY--UL 1897-04 is equivalent to test standard M 1897.1*Design pressure margin of safety2:1
Bowden, P.E. does not have; not will acquire a.ffnancial
this evaluation. .
Bowden, P.E. Isnotowned, operated, or controlled by;
P "n 4 4`r �cq r7VOwfacturing or distributing products
compaftmbfiil s tures, orlistrib.uting products under this
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FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
ayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
m slope to be compliant with Florida -.Building Code 2017.6th ad., and per with Manufacturer's installation reference.
is are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
eying analysis for "project specific approval by'local-authorities w/jurisdiction is allowed by other registered engineers.
ssification is not part of this acceptance. Shear diaphragm values are outside this report.
t framing in compliance w/FBC 2017 6'h ed.; Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
ral Loading.
port does not imply warranty, installation, recommended product use outside of. this report.
Panel
Overlap
Fasteners-
�#9-1-'/'Z1'Mr in.
or
xi7' Mirt per7idfi A' /orRow rsVCrimp Roof Panel
aeing end Design Pressures
Washer Head Wood Screws
Dade
Mr orgrWer Plywood or
-V1bod plank
24" ,
Panel Pr6file
12" I Nominal12"
Fasten r
9 x 1/2" Min., or #10 x 1-1/2" Min. per
able "A Hex Masher Head Screw
Spaced 12" o.c. across the Panel Wdth
Refer to Table "A" for Spacing Along Panel
Length
Deck-15/32" or greater
Plywood, or
-Wood plank