HomeMy WebLinkAboutPRODUCT REVIEWSCANNED
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i
7
St. Lucie County
I
pliant with Florida Building Code 2017 (6t' ed.)
pliant with Florida Product Approval Rule # 611
pliant: Keystone Certifications
Palm City, FL 34990
2v-4
ST. LUCIE COUNTY BUILDING
9EVIEWED FOR COMPLIANCE,
PLANS AND PERMIT MUST BE
SITE OR NO INSPECTION(S) '
uct: 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
T
MN JOB
BE MADE
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 CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
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
f 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
1 #9
#10
1 #10
#10
teference Data: ARCHITECTURAL TESTING, INC. TST I1D#:1527
UL 580-06 & 1897-041 Test Report 03893.01-450-18 05/02/14
Test Report F3366.01-450-18 12/28/15
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
'3.(Irlllr,�,
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Locke Bowden, P.E. does not have, not will acquire a financial int iq a �cq ri�l m iQifacturing or distributing products
under this evaluation. = •
Locke Bowden, P.E. is not owned, operated, or controlled by a& coiApar(Vpmbiidf4;tureP, or distributing products under this
report. , •
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GSTf11 t : �41 / �
-SE PLANS AND ALL PROPOSED WORK �, O• f
SUBCT TOr • • F� Oi�10� ."E
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NY CRRECTIONS
5U RED BY IELD INSPECTORS THAT `�. �,~ • • • ' • t�i
Y BE NECESSARY IN ORDER TO s► is .0
MPLY WITH ALL APPLICABLE CODES. ►
T
FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details
1. dnderlayment 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.
ti19/
Deck
-15W' or greater Plywood, or
-Mod plank
— Fasteners -
#9 x 1-1/Z' Min. or
#10 x 1-1/2" Min. psrTable A' for Row 5-V Crimp Roof Panel
Spacing and Design Pressures
Hex Washer Head Wood Screws
24"
12"
3/8'
OPTIONAL STRIATIONS
Panel Profile
Nominal12" Nominal12"
O.C. O.C.
Fasten
f9 X 1-1/2" Min. or #10 X 1-1/2" Min. per
-fable "A" Hex V%bsher Head Screw
Spaced 12" o.c. across the Panel VVfdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
-Wood plank