HomeMy WebLinkAboutPRODUCT REPORT - METAL ROOFINGFort Pierce, FL 34962
(772) 466-4040
Compliant with Florida Building Code 2017 (61' ed.)
SC° Compliant with Florida Product Approval Rule it 61G20-3 N�
Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY Sf 0 it. _
FBC Sections: 1504.3.2, 1S07 Uoun%rr
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, G-50, AZSS, .018, SOksi 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 19/321 plywood (min,1S/32"), this attachment its to be used in addition to
existing attachment. Deck slope 2:12 or greater and shalt be compliant with FBC 2017 6T"ed'. Underayment: See FBC 2017 61
ed., Sec. 1507 Table 1507.1.1
*'Design Pressure: Spacing:
-69.25 PSF
16" O.C.
-129.25 PSF
6" O.C.
TT
266A ASTM A792, G-50, AZ55, .018, SOksi Victorian CrimpShingle over 15/32" COX/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 67" ed. Underlayment: See F8C 2017 6T" ed., Sec.1507 Table 1S07.1.1
"Design Pressure•. -105 PSF
MARGIN OF 2:2
Reference Data:
TEST REPORTS
Hurricane Test Laboratory (TST-1527) #0224-0501-06 TAS 1.25 (UL 580-941)
PRI'. Construction Materials Technologies (TST-SS78) OFAE-023-02-61 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
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 67H ed.. see Chart 1S07.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 61' 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 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 Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturi%?f1gJj%1Puting products
under this evaluation. `��t $�W/ }frhrrr,
Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or `- roti rfsJgr this
report.
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5 V Crimp
Fastener- #9-15 corrosion resistant w/sealing washers
24"coverage
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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
VICTORIAN CRIMP
MINIMUM 2 FASTENERS
AT LOCK SEAM
) CUT 1/2 SHINGLE
REATE STAGGERED
ERN
ORIAN CRIMP
GLES
I I
9"EXPOSURE
N
Fastener:#10 x 1 "
Zinc Plated MTW
Pancake Head