HomeMy WebLinkAboutPRODUCT REPORT11
SCANNED
BY
St Lucie County
Palm City, FL 34990
72-8034
Compliant with Florida Building Code 2011(6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel I
Yield strength: 50 ksi min.; Attach
Deck w/ min. 0.42 specific gravity
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec.1!
Fastener 1(Method 1 Attachment): #9 x 1-
3/16" min. thru deck or 5/8" embedment i
requirements)
Fastener 2 (Method 2,3, & 4 Attachment):1
penetrate 3/16" min. thru deck or 5/8" em
to meet requirements)
Underlayment: To be compliant with FBC!
Slope: Shall be in compliance with FBC Sec.
RECEIVED
MAY 0 3 2018
ST. Lucie County, Permitting
:BC Sec. 1507.4.2
ed to min.15/32" plywood or Wood
with screws. 24" Coverage
.4.3
Hex -Washer Head wood screw* to penetrate
i wood plank. (*or sufficient length to meet
x 1-1/2" Hex -Washer Head wood screw* to
ment into wood plank. (*or sufficient length
Chart 1507.1.1
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
-228 PSF
ROW SPACING .
161i o.c.
16" o.c.
8" O.C.
6" O.C.
FASTENER SPACING (ALONG Panel width)
12'i o.c.
12" O.C.
12" o.c.
12" O.C.
FASTENER SIZE
1 09
1 #10
1 #10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report i DC5893.01-450-18 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 1897-1frlllllr.. *Design pressure margin of safety2.1
..�1
Locke Bowden, P.E. does not have, not will acquire a financial it
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by an
report.
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pi�ir}ecQq�►mi4+facturingor distributing products
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FL17O22.1 5v Crimp
Steel), 24" Wide Rc , Panel - Details
Limitations:
1. Underlayment to be compliance with current Florida Bt.
2. Minimum slope to be compliant with Florida Building CI
3. Products are compliant for State of Florida product app
4. Engineering analysis for "project specific approval by Ic
5. Fire classification is not part of this acceptance. Shear
6. Support framing in compliance w/FBC 2017 6th ed., Ch
Structural Loading.
7. This report does not imply warranty, installation, recom
Deck-
15/32" or greater Plywood, or
Wood plank
ding Code (FBC)2017 6th ed.
ie 2017 6th ed., and per with Manufacturer's installation reference.
)val per Rule 61 G20-3. Compliance Method: 1-D
;al authorities w/jurisdiction is allowed by other registered engineers.
laphragm values are outside this report.
pter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
ed product use outside of this report.
Fasteners -
-1/2" Min. or
1-1/2" Min. perTab/e A" for Row 5-V Comp Roof Panel
acing and Design Pressures
VasherHeadWood Screws
24
3/8'
el Profile
Nominal12" 11 Nominal12"
Fasten
9 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
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
15/32" or greater
ood, or
i plank