HomeMy WebLinkAboutPRODUCT REPORTSt BY
Lucia counv
160 SW Poma Drive
Palm City, FL 34990
. :- - =. --
Compliant with Florida Building Code 2017 (61h ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Cor>Ipliant: Keystone Certifications
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"
on Resistant Compliant: FBC Sec.1507.4.3
ner 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
' min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
quirements)
stener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
!netrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
meet requirements)
ent: To be compliant with FBC Sec. Chart 1507.1.1
: Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
jlnstall Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
,DESIGN PRESSURE*_
-86 PSF _
-93.5 PSF
-101 PSF
-228 PSF
f jROW SPACING
16"_ox.
16" ox.
8" O.C.
6" o.c.
JIJFASTE.NER,SPACING (ALONG Panel width)
,. 12" ox.
12" o.c.
12" ox.
12" ox.
[['j FASTENER SIZE
#9
#10
#10
#10
teference 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
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 lnte?q`y 1(cQ 'rgy.M.9iafacturing or distributing products
under this evaluation. = •
Locke Bowden, P.E. is not owned, operated, or controlled by ate► cov;par(Vpmb$a& 4turer, or distributing products under this
report. • = ,
STr Ttr
FI LE C
FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Limitations:
I 1. Underlay r ilope
ent to be compliance with current Florida Building Code (FBC)2017 6t'' ed.
2. Minimum 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. Engineer
g analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire clas is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support f 'aming in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This repo does not imply warranty, installation, recommended product use outside of this report.
15132' or greater Plywood, or
Wood plank
24-
12'°'
3W
QPTLONALSrFtI 'nCNS
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
f9 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 Wdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
- Wbod plank