HomeMy WebLinkAboutPRODUCT APPROVAL - UNDERLAYMENTSCorr 'pliant with Florida Building Code 2017 (6th ed.)
Co . pliant with Florida Product Approval Rule # 61G20-3
Corr li liant: Keystone Certifications
SCANNED zlbo 5w Poma vrive
8Y Palm City, FL 34990
Lucie County (772)872-8034
RECEIVED
FP 14 2018
a�. Lucie County, Permuting
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
requ rements)
Fast�1ner 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 m et requirements)
Und ,rlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slopo: Shall be in compliance with FBC Sec. 1507.
See Fastener attachment specifications above
Instai
l 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
$ PACING
16" ox.
16" o.c.
8" o.c.
6" o.c.
FAST
NER SPACING (ALONG Panel width)..
12" o.c.
12" o.c.
12" o.c.
12" o.c.
FASTONER
SIZE '
_ #9
1 #10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 58-06 & 1897-041 Test Report 115893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/28/15
TAS 1 5-03 Test Report D05893.02-450-18 07/22/14
*EQUZ�ALENCY--UL 1897-04 is equivalent to test standard UL 18-9 .1 *Design pressure margin of safety 2.1
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P.E. does not have, not will acquire a financial int04k5f 14 a �s9W rh facturing or distributing products
P.E. is not owned, operated, or controlled by any coApar(Opmbilafaaturer, or distributing products under this
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FI-17022.1 5V Cr....,,� (26GA Steel), 24" Wide Roof Pa.-_- - Details
Limitatio
1. Und
2. Mini
3. Prot
4. Eng
5. Fire
6. Sup
7. This
anent to be compliance with current Florida Building Code (FBC)2017 6th ed.
i slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
I are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
ring analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
sification is not part of this acceptance. Shear diaphragm values are outside this report.
framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
al Loading.
ort does not imply warranty, installation, recommended product use outside of this report.
Panel
Overlap
1;/ Tor greater Plywood, or
Wood plank
24-
12"
QPr[oN ALSTPIATQONS
Panel Profile
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
9 X 1-1/2" Min. or #10 x 1-1/2" Min. per
able "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Refer to Table "A" for Spacing Along Panel
Length
Deck-15/32" or greater
Plywood, or
- Wood plank