HomeMy WebLinkAboutPRODUCT APPROVAL - 24-26 GA 5V CRIMP PANEL OF PLYWOODFort Pierce, FL 34962
(772) 466-4040
Compliant with Florida Building Code 2017 (e pd.)
Com0lant with Florida Product Approval Rule # 61G20-3
Compliant Quality Assurance Program: PRi CONSTRUCTION MATERIALS TECHNOLOGY
FBC Sections: 1504.3.2. 1507
SV Crimp thru fastened W rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTNI *
A792, 6-50, AZ55, .018, 50ksi min. over min. i5/32" thick COX plywood deck. Corrosion Resistant fastener #9-15 HWH with
sealing washers,r metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the crown
of the rib in the center of panel and along the lap. First fastener to be within 3" of panel edges: Min. 8Dx2" annular ring shank
nails spaced 6" O.C. reroofing, with less than 19/32" plywood (min.15/32"), this attachment is to be used in addition to
existing attachment. Deck slope 2:12 or greater and shall be campliant with FBC 2017 6T" ed. Underlayment: See FBC 2017 67H
ed., Sec 1507 Table 1507.1.1
266A ASTM A792, G-50, AZ55, .018, SOksi Victorian Crimp Shingle over 15/32" CDX/APA Plywood attached to roof trusses.
Corrosion Resistant Fastener #10 x 1" Zinc plated, MTW Pancake Head, installed at 2 per panel into lock seam. Panels applied
with 12" exposure, adjacent shingles inserted into lock seam of previous shingle. Deck slope2:12 or greater and shall be
compliant with FBC 2017 67" ed. Underlayment: See FBC 2017 61" ed., Sec.1507 Table 1S07.1.1
"Design Pressure:
-105 PSF
"DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF 2:1
Reference Data:
TEST REPORTS
Hurricane Test Laboratory (TST-1527) #0224-0501-06 TAS 125 (UL 580-941)
PRI Construction Materials Technologies (TST-5878) #FAE-023-02-01 UL S80-06/111. 1897-W
1. UL 580-94 test standards are equivalent to UL 580-06 test standards.
2. UL 1897-04 test standards.ore equivalent to UL 1897-12 test standards.
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6T" ed.. see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference.
3. Products are compliant with 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 6"' ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading.
7. ! This report does not imply warranty, installation, recommended product use outside of this report.
Certificate of Independence:
Locke Slow en, P.E. does not have, not will acquire a financial interest in any company manufacturinfiy(111 jftting products
under this evaluation. �� I rrr
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Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or rpsl- r this
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"Design Pressure:
Spacin :
-69.25 PSF
16" O.C.
-129.25 PSF
6" O.C.
5 V Crimp
Fastener- #9-15 corrosion resistant w/sealing washers
24"coverage
Fastener: #9 x 15 corrosion resistant with sealing washers
in Compliance with 2017 Florida Building Code, Section 1507
Perimeter fastening: 6"o.c.
Main Field fastening12"o.c.
Panel Width: 26"
Panel Coverage: 24"maximum
26 GA Architectural Metal Roof panel
MINIMUM 2 FASTENERS Fastener.•#10x 1"
AT LOCK SEAM Zinc Plated MTW
Pancake Head
? CUT 1/2 SHINGLE
REATE STAGGERED
ERN
DRIAN CRIMP
GLES
e
CF
t
VICTORIAN CRIMP SHINGLE W
t D
LOCK SEAM t
a.
t x
w
9"EXPOSURE