HomeMy WebLinkAboutProduct Approval; 5V CrimpJ A TAYLOR
Florida Product Approval #17443 Method: 1-D
Compliant with CURRENT Florida Building Code
Compliant with Florida Product Approval Rule # 61G20-3
302 Milton Dr.
Drive Fort Pierce, FL 34962
RECENED(772) 466-4040
JUL 0 1 2021
Compliant Quality assurance Program: PRI CONSTRUCTION MATERIALS TECHNC1dtOGve County
Permitting
5V Crimp thru fastened A" rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM
A792, G-50, AZ55, .018, 50ksi 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. re -roofing, 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 FCurrent FBC Under-layment: See FBC Sec. 1507
"Design Pressure: Spacing:
-69.25 PSF
16" O.C.
-129.25 PSF
6" O.C.
26GA ASTM A792, G-50, AZ55, .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 CURRENT Under-layment: See CURRENT FBC Under-layment Sec.1507 Table
"Design Pressure:
-105 PSF
"DESIGNPRESSU EffiaUDESASA MARGIN OF 2.1
TEST REPORTS Reference Data:
Hurricane Test Laboratory (TST-1527)
PRI Construction Materials Technologies (TST-5878) #0224-0501-06 TAS 125 (UL 580-941)
#FAE-023-02-01 UL 580-06/UL 1897-W
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.
Under-layment to be compliance with Current Florida Building Code (FBC). see Charts Minimum slope to be compliant
CURRENT Florida Building Code and per with Manufacturer's installation reference.
2. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
3. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
4. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
S. Supportframing in compliance w/CURRENT FLORIDA BUILDING CODE Chapter 22 Steel, Chapter 23 Wood and Chapter 16
Structural Loading.
6. This report does not imply warranty, installation, recommended product use outside of this report.
Certificate of Independence: Locke Bowden, P.E. does not have, nor will acquire a Financial Interest in any
company manufacturing or distributing products under this evaluation. Q
Locke owden, P.E. is not owned, operated, or controlled by any company, 0 titlrrr r �,' \�
manufacturer or distributing products under report. �;
�'
o. 49704 •
ff • STATE OF
D
, 0i •� � OR
ON
� ON
A y
It
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 Current 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
LC
MINIMUM 2 FASTENERS
AT LOCK SEAM
) CUT 1/2 SHINGLE
2EATE STAGGERED
ERN
JRIAN CRIMP
GLES
F�
9"EXPOSURE
Fastener.•#10 x 1"
Zinc Plated MTW
Pancake Head