HomeMy WebLinkAboutPRODUCT REPORTPalm City, FL 34990
Compliant with Florida Building Code 2017 (6d' ed.) SCANNED
Compliant with'Florida Product Approval Rule # 61G20-3 BY
Compliant: Keystone Certifications St. Lucie Countv
Product: 5 V Crimp 26GA Steel. Roof Panel FBC Sec. 2507.4.2
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)
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
Slope: Shall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
Install Details: Table A . Allowable Loads -
METHOD i
__METHOD 2
METHOD 3 _ _
_ METH .
DESIGN PRESSURE"
-86 PSF
-93.5 PSF
-101 PSF
� __�. SF_
ROW SPACING _ _ -
16"-o.c.
16" D.C._._
8" D.C.
MOM
FASTENER SPACING (ALONG Panel, width)
12" o.c.
12" o.c. _
12" D.C.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report Db893.01-450-18 05/02/14
Test Report F3366.01-450-18 22/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL1897-04 is equivalent toteststandardUL1897-i1&1Fit" *Design pressure margin of safety2:1
Locke Bowden, P.E. does not have, not will acquire a financial in-tp:� �r! a , 9 �T laituring or distributing products
under this evaluation. �.
Locke Bowden, P.E. is not owned, operated, or controlled by a& coinpadtlpw"0f%4urI or distributing products under this
report. ; Ar"
?
FL17O22.1 5v"�rimp (26GA Steel), 24" Wide Rooanel -Details
Limitations:
1. Underlaymenftc be compliance with current Florida Building Code (FBC)2017 61h ed.
2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference..- -
3. Products are compliant for State of Florida product approval per Rule 61G20-3. 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 fish 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.
#9.1-1d6lin. or
#10 x 1-VZ Min. per Table A' for Row 5-V Qftrp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
Deck
Wood orgreater Prylwod, or
- Wood Wank
24'
1r
T
Panel Profile
Nominal12" Nominal12"
D.C. o.c.
Fasten
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
Deck- 15/32" or greater
Plywood, or
-1Abod plank