HomeMy WebLinkAboutPRODUCT REPORT - UNDERLAYMENTPalm City, FL 34990
II DYNE®
Co I� pliant with Florida Building Code 2017 (6�' ed.) C
Co �l pliant with Florida Product Approval Rule # 61G20-3 St Lucie County
Compliant: Keystone Certifications
Pro duct: 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. OA2 specific gravity with screws: 24" Coverage
Rib Height 3/8"
Cor P osion Resistant Compliant: FBC Sec.1507.4.3
Fas' �ener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to enetrate
3/1!�p" min, thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
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
11
to meet requirements)
Unp,erlayment: To be compliant with FBC Sec. Chart 1507.1.1
Sloe:
11
Shall be in compliance with FBC Sec..1507.
See Fastener attachment specifications above
Inst ,11
Details: Table A Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
DESI,ON
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)
22" o.c.
12" o.c.
12" o.c.
12" O.C.
FASTENER
SIZE
#9
#10
#10
#10
UL 51
TAS
*EQL
Locke
under
Locke
Data: ARCHITECTURAL TESTING, INQ TST ID#:1527
&.1897-041 Test Report 1015893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
3 Test Report D05893.02-450-18 07/22/14
NCY-UL 1897-04 Is equivalent to test standard UL 1897-�� f1� *Design pressure margin of safety 2:1
..nn�...
den, P.A. does not have, not will acquire a,f+nancial
evaluation.
den, P.E. Is not owned, operated, or controlled by i
fr9 `�cq - rJf; m�iafacturieg or distributing products
compa.ftimbbilfakturer, ori7stributing products under this
•
M f
y ROP
l /
'�,c�S'r ' ... + • .
ONAI. i-*''
1. Und
2. Mini
3. Pro(
4. Engl
5. Fire
6. SupI
Stru
7. This
FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details
Ilayment to be compliance with current Florida Building. Code (FBC)2017 6th ed.
um slope to be compliant with Florida Building Code 2017 611, ed., and per with Manufacturer's installation reference.
cts are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
eering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
assification is not part of this acceptance. Shear diaphragm values are outside this report.
►rt framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
ural Loading.
:port does not imply warranty, installation, recommended product use outside of this report.
Fasteners -
!9.1.01SI1,W-asher
1-117'Min. or
1-117' Min. perfibb 141 IorRow S-VCrimp Roof Panel
acing and Design Pressures
Head Wood Screws
Dells:
-15132' or greater Plywood. or
• Wood plank
7}I"
1?"
316"
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 VUdth
Panel - Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
-Wood plank