HomeMy WebLinkAboutPRODUCT APPROVAL - 5V CRIMPi
I
Palm City, FL 34990
Compliant with Florida Building Code 2017 (611 ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
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 AWA-1157w —516
0 MHOD ET1
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE*
rROUV SPACING j � t ticra16
-86 PSF
o.c.
-93.5 PSF
-101 PSF
-228 PSF
16 ox.
8 O.C.
6 ox.
rvF'ASTENER SPACING (AIONG PaRehw,�dth)
1'2 o,.c.
12 o.c. _
12, ox
12 ox.
FASTE�N'ER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527
UL 580-06 & 1897-041 Test Report DM893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY--UL 1897-04 is equivalent to test standard UL 1897-1T *Design pressure margin of safety 2.1
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_. _ _. _ _ ... _ _. _. _. ., _ ♦�``�C� �.. SOY
Locke Bowden, P.E. does not have, not will acquire a financial into411
a�G+feduring or distributing products
under this evaluation. D �.
Locke Bowden, P.E. is not owned, operated, or controlled by aQy coApa0pmbildfaitures, or distributing products under this
report. . _ , .?
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FL17022.1 #4 Crimp (26GA Steel), 24" Wide P--f Panel - Details
-
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. 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 6th 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.
ig/3T or greater Plywood, or
Wood plank
24
318" 7
r
Panel
Overlap
OPnONAL STRIATIONS
Nominal 12" Nominal 12"
O.C. O.C.
Fasten
Y9 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
Refer to Table "A" for Spacing Along Panel
Length
Deck-15/32" or greater ?
Plywood, or
- Wbod plank