HomeMy WebLinkAboutPRODUCT REPORT160 SW Porha Drive
Palm City, FL 34990
(772)072-8034
Cory pliant with Florida Building Code 2017 (6' ed.)
:pff pliant with Florida Product Approval Rule # 61620-3
:off pliant: Keystone Certifications
Lorr► slon Resistant compliant: FBL sec. 15V7.4.3 .
Fastl ner 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
3/1 " min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
reqt irements)
Fast ner 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
peni trate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to ff et requirements)
Und , rlayment: To be compliant with FBC Sec. Chart 1507.1.1
Shall be in compliance with FBC Sec.1507.
See Fastener attachment specitFcations above
Inst I OFails: Table A Allowable Loads
Q_ E-S IJG N IPRESSURE*
RO SPACING
MI EOND 1
METHOD 2
METHOD 3
METHOD 4
-86 PSF
16" o.c.
12" o.c.
#9
-93.5 PSF '
-101 PSF
-228 PSF
16" o.c._
22" o.c.
#20
8" O.C.
6" o.c.
FASTENER SPACING (ALONG Panel width
FASTENER SIZE
12" o.c.
22" o.c.
#20
#20
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 5 -06 & 1897-041 Test Report EX6893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 25-03 Test Report D05893.02-450-18 07/22/14
*EQ ALENCY--UL 1897-04 is equivalent to teststandard UL 1897-1*Design pressure margin ofsafety 2.1
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Locke owden, P.E. does not have, not will acquire a financial in afacturing or distributing products
under this evaluation.
Locke I owden, P.E. is not owned, operated, or controlled by air coAparlVorrAildfahurer, or distributing products under this
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FL17022.1 6V Camp (26GA Steel), 24" Wide Roof Panel - Details
1: Under
2. Minim
3. Produ
4. Engin
5. Fire cl
6. SUDD(
7. This
/ment 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.
are compliant for State of Florida product approval per Rule 61G20-3. 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
31 Loading.
art does not imply warranty, installation, recommended product use outside of this report.
151&Z or greater Plywood, or
- Wood plank
-14
12'
31W
Nominal 12"
O.C.
12"
Fasten
P 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-15/32" or greater
Plywood, or
Wood plank