HomeMy WebLinkAboutPRODUCT REPORTsGANNED 2160 SW Poma Drive
By Palm City, FL 34990
I
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications I
RECEIVED
MAR 2 A .. G-9
ST. Lucie County, Permit ,
i
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)
I
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)
Underlayment: To be compliant with FBC,Sec. Chart 1507.1.1
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
Slope: Shall be in compliance with FBC Sec. 1507. REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
See Fastener "�'i����c����a�vves•
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
16" o.c.
16" o.c.
8" O.C.
6" o.c.
FASTENER SPACING (ALONG Panel width)
12" o.c..
22" o.c.
22" o.c.
12" o.c.
FASTENER SIZE I
' #9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, lki TST ID#: 15 7
UL 580-06 & 1897-041 Test Report DS893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/19/15
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
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Locke Bowden, P.E. does not have, not will acquire a financial int 41h aq �cq r1%M�ia1
under this evaluation.
'
Locke BSowden, P.E. is not owned, operated or c trolled by atly coiAparkorriiiidiaturer, or'
report-rur N44 f ,'r 160,3 — 0 �T� _
ST. LUCIE COUNTY BUILDING DIVI ON �1-j% STrI l t
REVgut
f . r
REVr`,�{••.FCG'f?10�,. �F:
DATPLAKEPS,NAL �.•+'•'
SITE OR NO INSPECTION(S) WILL' MADE it::'�►►►��
or distributing products
roducts under this
FASTENERS OR ATTACHMENTS
RESPONSIBILITY OF THE
TRACTOR OR RECORD
/li 7
ILE COPY
FL17022.1 Crimp (26GA Steel), 24" Wide W 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.
iouc or greaser riywooa, or
Wood plank
I
247
1� I
318"
opnoniaL srwAnoras
Panel Profile
Nominal 12" Nominal 12"
O.G. O.C.
Fasten
f9 X 1-1/2" Min. or #10 X 1-1/2" Min. per
Table "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-15132" or greater
Plywood, or
-Wood plank