EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
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Truss <strong>Hangers</strong> – THDS26<br />
Materials: See chart<br />
Finish: G90 galvanizing<br />
Installation:<br />
• Use all specified fasteners. See Product Notes, page 10.<br />
A<br />
H<br />
Plated Truss<br />
Dimensions (in)<br />
Application 4<br />
Fastener Schedule 5,6<br />
Factored Resistance<br />
Header Joist 2 S-P-F (Lbs) S-P-F (kN)<br />
<strong>USP</strong><br />
Steel<br />
Vertical Uplift 1 Vertical Uplift 1<br />
Stock No. Ref. No. Gauge W H D A Header Joist 3 Qty Type Qty Type 100% 115% 100% 115%<br />
(1) 2x6 S-P-F 2x6 S-P-F 18 16d x 2-1/2 10 10d x 1-1/2 2105 1605 9.36 7.14<br />
THDS26 -- -- 18 1-5/8 5-1/8 3-1/2 2-7/16<br />
(2) 2x6 S-P-F 2x6 S-P-F 18 16d x 2-1/2 10 10d x 1-1/2 2330 1605 10.36 7.14<br />
(1) 2x6 S-P-F S-P-F plated truss 18 16d x 2-1/2 10 10d x 1-1/2 3405 1605 15.15 7.14<br />
(2) 2x6 S-P-F S-P-F plated truss 18 16d x 2-1/2 10 10d x 1-1/2 3630 1605 16.15 7.14<br />
1) Calculated using nail resistance values in CSA O86.1-94. Nails considered to be equivalent to toe-nails to end distance.<br />
Uplift values have been increased by 1.15 for short-term loading such as wind.<br />
2) When used in a truss application, the fasteners into the supported member will need to be driven through the truss plate to complete the installation.<br />
<br />
4) Supporting and supported wood members are to be designed by others. Ensure supporting member can accept all fasteners.<br />
5) Minimum nail embedment shall be 8 nail diameters (typ.).<br />
6) NAILS:<br />
New products or updated product information are designated in red font.<br />
Heavy-Duty Truss <strong>Hangers</strong> – THDH series<br />
W<br />
THDS26<br />
D<br />
Typical THDS26<br />
installation<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
Materials: 12 gauge<br />
Finish: G90 galvanizing<br />
Options: See Specialty Options Chart.<br />
THDH412 is available in Triple Zinc.<br />
To order, add TZ to stock number,<br />
as in THDH412-TZ.<br />
Codes: Load values are derived from data<br />
submitted to various North American<br />
building code evaluators.<br />
Installation:<br />
• Use all specified fasteners. See Product Notes,<br />
page 10.<br />
• Joist nails must be driven in at a 30° to 45° angle<br />
through the joist or truss into the header to achieve<br />
listed loads. Standard length “double shear” nails<br />
must be used to achieve listed load values.<br />
See <strong>EWP</strong> applications page 122<br />
Specialty Options Chart – refer to Specialty Options pages 210 to 211<br />
for additional details.<br />
Option Skewed 1,3 Sloped Seat 2,3 Sloped / Skewed 1,2,3<br />
Range <br />
Factored <br />
<br />
<br />
Resistance <br />
<br />
<br />
Ordering<br />
<br />
<br />
<br />
Drive joist nails into header at 30°<br />
to 45° to achieve listed loads.<br />
W<br />
4˝<br />
THDH<br />
<br />
<br />
<br />
Inverted flange option is not available for THDH models.<br />
2 1 /2˝<br />
H<br />
Typical THDH double<br />
shear installation<br />
Dimple allows<br />
30˚ to 45˚<br />
nailing<br />
Typical THDH26-2<br />
installation<br />
Some model designs<br />
may vary from<br />
illustration shown<br />
W<br />
THDH26-2<br />
2 1 /2˝<br />
D<br />
H<br />
166<br />
1-800-328-5934 • www.<strong>USP</strong>connectors.com<br />
continued on next page
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