HomeMy WebLinkAboutPRODUCT REPORT - METAL ROOFING 2With Florida Building Code 2017 (61 ed.)
with Florida Product Approval Rule # 61G20-3
Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY
is: 1504.3.2, 1507
Fort Pierce, FL 34962
(772) 466-4040
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'Crimp thru fastened W rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM
92, 6-50, AZ55, .018, SOksi min. over min.15/32" thick CDX plywood deck. Corrosion Resistant fastener #9-15 H WH with
Sling washers, metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the crown
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
Us spaced W O.C. reroofing, with less than 19/32" plywood (min.1S/32"), this attachment is to be used in addition to
'sting attachment. Deck slope 2:12 or greater and shall be comaliant with FBC 2017 6TM ed. Underlayment: See FBC 2027 61"
., Sec. 1507 Table 1507.1.1
**Design Pressure:
Spacing:
-69.25 PSF
16" O.C.
-129.25 PSF
6" O.C.
� ASTM A792, G-S0, AZ55, .018, SOksi Victorian Crimp Shingle over 15/32" COX/APA Plywood attached to roof trusses.
)sion Resistant Fastener #10 x 1 Zinc plated, MTW Pancake Head, installed at 2 per panel into lock seam. Panels applied
12 exposure, adjacent shingles Inserted into lock seam of previous shingle. Deck slope 2:12 or greater and shall be
)liant with FBC 2617 61" ed. Underlayment: See FBC 2017 6TH ed., Sec. IS07 Table 1507.1.1
**Design Pressure:
105 PSF _�
"DESIGN
TEST REPORTS
Reference Data:
Hurri ':'ane Test Laboratory (TST 1527) #0224-0501-06
PRI C instruction Materials Technologies (TST-5878) #FAE-023-02-03
1. UL 80-94 test standards are equivalent to UL 580-06 test standards.
2. UL 897--04 test standards are equivalent to UL 1897-12 test standards.
OF 2:1
TAS 125 JUL 580-941)
UL 580-06/UL 1.897-04Z
Underlayment to be compliance with current Florida 8uilding'Code (FBC)2017 6T" ed.. see Chart 1507.1.1
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
4.I Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered
engineers.
5.1Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. I Support framing in compliance w/FBC2017 61h ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading.
7.1 This report does not imply warranty, installation, recommended product use outside of this report.
Certif to of Independence:
Locke owden, P.E. does not have, not will acquire a financial interest in any company manufacturinLp1JJq%1Puting products
under his evaluation. ,,,t $�W ,rhrrr
Locke owden, P.E. is not owned, operated, or controlled by any company, manufacturer, or i W roYl uui{ -r this
report -40.`�C E,� E • •• 1-1
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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 fastening 12"o.c.
Panel Width: 26"
Panel Coverage: 24"maximum
26 GA Architectural Metal Roof panel
VICTORIAN CRIMP SH
LOCK SEAM
MINIMUM 2 FASTENERS
AT LOCK SEAM
) CUT 1/2 SHINGLE
REATE STAGGERED
ERN
ORIAN CRIMP
GLES
C
r
E
I
W
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E
to
0
9"EXPOSURE
Fastener:#10x 1"
Zinc Plated MTW
Pancake Head