HomeMy WebLinkAboutPRODUCT APPROVALSCANNED
BY
St Lucia C®u
Compliant with Florida Building Code 2017 (e ed.)
Compliant with Florida Product Approval Rule ## 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2
Palmy City,, FL 34990
ST. LUCIE COUNTY
roi'!. cca4.r _Z:
P.iUZ- bE KEPT 0IN j03 OR
Yield strength: 50 ksi min.; Attached to min.15/3r 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 PV
- rm C_
Slope: Shall be in compliance with FBC Sec.1507.
See Fasten0ment specifications above
Install Details: Table A Allowable Loads
METHOD 1
jQETHOD 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" o.c.
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 016893.01-450-18 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?
/ *Design pressure margin of safety 2.1
IIPIb_
ter• Y�
Locke Bowden, P.E. does not have, not will acquire a.flnandal Inity cgq(;m�facturtng or distributing products
under this evaluation. 4 • •�
Locke Bowden, P.E. is not owned, operated, or controlled by a& co�parNi)0 itWQ&tures, or distributing products. under this
report =. , yk =
41
THFSt PLANS AND ALI. ?POP OSFt NRI(�;
�ayy,� Sla�;.lEc:r ���, ;�,;� ,f,~�,L,_, �,�►��: J"� : . s r �� .� %4 F V4F0ED FASTENERS OR ATTACHMENTS
r�iO��• FCCf?1��a■ {•
p� .."!AT ��,�.a�� • , • • ° ;ar? ARE THE RESPONSIBILITY OF THE
I nE
IYI �� ��o-..SF:•ir .�r.,y,lrr• j(2 °��•`IONAL�`•1•i''.
1001VI ! Y wa'f•I,�V.�, r.:� = �C . ;, .. , w , ts:::,os++ O�NTR4cTAR OF REC090
FL17022.1 R, Amp (26GA Steel), 24 Wide Roof -nel - 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.
- i5iT or greater Plywood, or
Wood plank
14"
12"
3/9'
OPTIONAL STRIATIONS
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
Table "A" Hex Washer 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
- Wood plank