HomeMy WebLinkAboutPRODUCT REPORTPalm City, FL 34990
Com liant with Florida Building Code 2017 (61h ed.)
Com liant with Florida Product Approval Rule # 61G20-3
Com liant: Keystone Certifications JUL
LMJ
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"
i Resistant Compliant: FBC Sec.1507.4.3
ier 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
2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to Ifieet requirements)
To be compliant with FBC Sec. Chart 1507.1.1
Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
In all Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
DE IGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
Rq# SPACING
16" o.c.
16" O.C.
8" O.C.
6" ox.
F TENER SPACING (ALONG_Panel width) _
22" ox.
12" ox.
12" o.c.
12" ox.
F ENER SIZE
#9
#10
#10
#10
! Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
& 1897-041 Test Report EM893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/28/15
TA; 125-03 Test Report D05893.02-450-18 07/22/m
* UIVALENCY--UL 1897-04 is equivalent to test standard UL 1897-1*Design pressure margin of safety 2;1
-imI{ fnntf.,-
Bowden, P.E. does not have, not will acquire a financial in t I a cQ gyi"*facturing or distributing products
this evaluation. '��
Bowden, P.E. is not owned, operated, or controlled by airy copipaeiil'pmbWfbAtures, or distributing products under this
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S. 4, r?,2.
FL17022.1 5V Crirr4j26GA Steel), 24" Wide Roof Paneoetails
Limitations: 11 1. Underlay en
to be compliance with current Florida Building Code (FBC)2017 6�' ed.
2. Minimum lope to be compliant with Florida Building Code 2017 60, ed., and per with Manufacturer's installation reference.
3. Products re compliant for State of Florida product approval per Rule 61G20-3. 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 fication is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support fNaming in compliance w/FBC 2017 60, ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structur4 Loading.
7. This repodoes not imply warranty, installation, recommended product use outside of this report.
ifi1.1XbrgreaterPly =W,.or
- wood plank
24-
12'
3/8"
1 ` QPnoru+L stwAnONS
Panel Profile
Nominal 12" Nomina112"
O.C. O.C.
Fasten
1-1/2" Min. or #10 X 1-1/2"Min. per
-fable "A" Hex Wisher 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
=11Vbod plank