HomeMy WebLinkAboutPRODUCT APPROVAL-'rocluct Report
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Compliant with Florida Building Code 2017 (6tl' ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Palm City, FL 34990
ST, LUCIE COUi
rn
BUILDING DIV �10
FOR OOA;i
REVIEWED B�
DATE , G0'
PLANS AND PE MIT
MUST' BE KEPT ON JOB OR
NG IN,',Pr0TI04 WILL E3E f AIDE
Product: 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"
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 1
METHOD 2
METHOD 3
METHOD 4
DESIGN 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) .
- 12" ox,
12" o.c.
12" o.c.
12" O.C.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report D05893.01-450-18 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 1897-1� r *Design pressure margin of safety 2.1
0 A. _ -
Locke Bowden, P.E. does not have, not will acquire a financial inti�,a
�. �cq° q(rm.�iyfacturing or distributing products
.��.�
under this evaluation.
Loc ejn� P.E. is not owned, operated, or controlled by a& coiAparillpmbfiafaatureP, or distributing products under this
reprry LrARES Ai D ALL 10P0SED 4V10RK' � • ;
ARE SUP017CT TO AN1Y Ca!-IFIECi ION1IS 1 �
REQUIRED 5Y j, r ,, :ir:�x o • � SPTr_ 2a
FIB, G� It ISF.�� IOF�.. ri�1�T f .; or F ; ASTENERS ORAiTACHMEHiS
MAY BE ���;MKAI;, IN GF,OM TO ARE THERESAOERSI
C01►9PL»Y MTH f�XL!C—.4L-: G9QE.S. �,, . �fiy OF THE
- `, t. : � ' P►���' '; CONIRACTOR OFREOORD
FI-17022.1 ApImp (26GA Steel), 24" Wide Rootnel - Details
Limitations:
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 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 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.
-+;;Z' or greater Plywood, or
Wood plank
24" .
30"
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
—fable "A" Hex Whsher 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