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Installation Notes - USP Connectors

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Truss Hangers – THDS26<br />

Materials: See chart<br />

Finish: G90 galvanizing<br />

<strong>Installation</strong>:<br />

• Use all specified fasteners. See Product <strong>Notes</strong>, 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 Hangers – 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 />

<strong>Installation</strong>:<br />

• Use all specified fasteners. See Product <strong>Notes</strong>,<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 EWP 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 />

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