HomeMy WebLinkAboutProduct ReportFort Pierce, FL 34962
(772) 466-4040
Compliant with Florida Building Code 2017 (6th ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY
FBC Sections: 2504.3.2,1507
5V Crimp thru fastened Y:" rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 24GA OR 26GA
min. over min.15/32" thick CDX 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.15/32"), this attachment is to be used in addition to existing attachment. Deck slope 2.12
or greater and shall be compliant with FBC 2017 6T" ed. Underlayment: See FBC 2017 6TH ed., Sec.1507 Table 1507.1.1
"Design Pressure: Spacing:
-69.25 PSF 16" O.C.
-129.25_PSF 6" O.C.
24GA OR 26GA min. metal 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 6Ta ed. Underlayment: See FBC 2017 6T" ed., Sec.1507 Table 1507.1.1
"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 580-06/UL 1897-042
1. UL 580-94 test standards are equivalent to UL 580-06 test standards.
2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards.
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 0 ed., see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 6th 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.
S. 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 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 Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturing or distributing products
under this evaluation.
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Locke Bowden, P.E. is not owned, operated, or controlled by�*)NYp qq �-�lg n, facturer, or distributing products under this
report.
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5 V Crimp
Fastener- #9-15 corrosion resistant w/sealing washers
24" coverage
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Fasteners #9 x 15 corrosion resistant with sealing washers
in Compliance with 2017 Florida Building Code, Section 1507
Perimeter fastening: To.c.
Main Field fastening 1 2"o.c.
Panel Width: 26"
Panel Coverage: 24"maximum
26 GA Architectural Metal Roof panel
MINIMUM 2 FASTENERS
t
r
! AT LOCK SEAM
FIELD CUT 1/2 SHINGLE
—
TO CREATE STAGGERED
PATTERN
VICTORIAN CRIMP SHI
LOCK SEAM
VICTORIAN CRIMP
SHINGLES
Fastener.•#10 x 1 "
Zinc Plated MTW
Pancake Head
9" EXPOSURE