HomeMy WebLinkAboutPRODUCT REPORT - METAL ROOFING302 Milton Drive
Fort Pierce, FL 34962
(772) 466-4040
Compliant with Florida Building Code 2017 (61' ed.) t?bdiIMl'4C-;LU)
Compliant with Florida Product Approval Rule R 61G20.3 BY
Compliant Quality Assurance Program: PRi CONSTRUCTION MATERIALS TECHNOLOGY St Lucie County
FBC Secctions:1504.3.2,1S07
SV Crimp thru fastened W rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM
A792, 6-50, AZ55, .018, 50ksi min. over min.15/32' thick COX plywood deck. Corrosion Resistant fastener #9-15 HWH with
sealing washers, 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. iS/32"), this attachment is to be used in addition to.
existing attachment. Deck slope 2:12 or greater and shall be compliant with FBC 2017 67N ed. Underlayment: See'FBC 2017 6"'
ed., Sec. 1507 Table 1507.1.1
**Design Pressure:
Spacing:
-69.25 PSF
16" O.C.
-129.25 PSF
6" O.C.
266A ASTM A792, G-50, AZSS, .018, 50ksi 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 slope 2:12 or greater and shall be
compliant with FBC 2017 61 ed. Underlayment: See FBC 2017 6T" ed., Sec.1507 Table.1S07.1.1.
**Design Pressure:
-10S PSF
INCLUDES A SAFETY MARGIN
Reference Data:
TEST kEPORTS
Hurricane Test laboratory (TST-1SZ7) #0224-0S01-06 TAS 125 (UL S8G-941)
PRI Construction Materials Technologies (TST-S878) #FAE-023-02-01 UL S80-06/UL 1897-042
1. UL 580-94 test standards are equivalent to UL 580-06 test standards.
2. UL g897-04 test standards are equivalent to UL 1897-12 test standards.
1'. ' Underlayment to be compliance with current Florida Building Code (FBC)2017 6T" ed.. see Chart 1S07.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 6« 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
41. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered
engineers.
5. Mire classification is not part of this acceptance. Shear diaphragm values are. outside this report.
6' :Support framing in compliance w/FBC2017 61 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:
Locket Bowden, P.E. does not have, not will acquire a financial Interest in any company manufacturinLp,SIj1`r51puting products
undell this evaluation. ``>>�t a0wJ}rrrrrrr
Locke; Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or I up UU44uifej�r this
report. *, '.
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i
1
5 V Crimp
Fastener- #9-15 corrosion resistant wisealing washers
I � s
24"coverage
t
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 fastening 1 2"o.c.
Panel Width: 26"
Panel Coverage: 24"maximum
26 GA Architectural Metal Roof panel
I'
VICTORIAN CRIMP SHINGLE —
LOCK SEAM
MINIMUM 2 FASTENERS Fastener,#10 x 1 "
AT LOCK SEAM Zinc Plated MTW
Pancake Head
) CUT 112 SHINGLE
REATE STAGGERED
ERN
DRIAN CRIMP
GLES
9"EXPOSURE
E