HomeMy WebLinkAboutPRODUCT REPORTSCANNED
BY
St. Lucie County
Fort Pierce, FL 34962
(772)466-4040
Compliant with Florida Building Code 2017 (616 ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY
FBC Sections: 1504.3.2. IS07
5V Crimp thru fastened A" rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM
A79Z G-50, AZ55, .018, SOksi min. over m1n. 25/320 thick COX plywood deck. Corrosion Resistant fastener 119-15 HWH with
sealing washers, metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the crown
of the nb in the center of panel and along the lap. First fastener to be within 3" of panel edges. Min.80x2" annular ring shank
nails spaced 6" D.C. reroofing, with less than 19/32" plywood (mIn.1S/32"), this attachment is to be used in addition to
existing attachment. Deck slope 2:12 or greater and shall be tom Ilan with F8C 2017 6TM ed. Undedayment: See FBC 2027 6TM
ed., Sec 1507 Table 1507.1.1
•"Design Pressure:
Sparing:
-69.25 PSF
16" O.C.
-129.25 PSF
6" O.C.
Corrosion Resistant Fastener#10 x 1" Zinc plated, MMI 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
compliantwith FOC 2017 61" ed. Underlayment: See FBC 2017 6r"ed., Sec 1507 Table 1507.1.1
'•Deli n Pressure:
105 PSF
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 1897-041
1. UL 580-94 teststandards are equivalent to UL 580.06 test standards.
2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards.
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 67H ed.. see Chart 2507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 6n' ed., and per with Manufacturers 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 wrurisdiction is allowed by other registered
engineers.
S. Fire classification is not part of this acceptance. Sheardiaphragm values are outside this report.
6. Support framing in compliance w/FBC2017 601 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 manufactur%Tfillil uting products
under this evaluation. +++P+ 1504Vnf7grr
Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or irk IQ pr��,�^-i r this
report. E y°•�•y.
SSPJF p
001-LW-
••••.
5 V Crimp
Fastener-#9-15 corrosion resistant wlsealing washers
24'coveraoe
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 112 SHINGLE
REATE STAGGERED
'ERN
ORIAN CRIMP
IGLES
I ��
9"EXPOSURE
D
w
O
N
Fastener:#10x 1"
Zinc Plated MTW
Pancake Head