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Installation Notes - USP Connectors

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Scissor Truss Clips – STC series<br />

© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />

The STC provides uplift resistance by securing trusses to top plates.<br />

Slotted nail holes allow for horizontal movement as scissor trusses<br />

deflect.<br />

Materials: 12 gauge<br />

Finish: G90 galvanizing<br />

Codes: Load values are derived from data submitted to<br />

various North American building code evaluators.<br />

Fastener Schedule 2,3 Dimensions (in)<br />

Factored Resistance (115%) 1<br />

<strong>USP</strong><br />

Steel<br />

Truss<br />

Plate DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN)<br />

Stock No. Ref. No. Gauge Description W1 W2 Qty Type Qty Type F1 Uplift F1 Uplift F1 Uplift F1 Uplift<br />

STC24 TC24 12 2 x 4 top plate 3-9/16 1-5/8 5 10d x 1-1/2 6 10d x 1-1/2 550 1525 2.45 6.78 390 1085 1.73 4.83<br />

STC26 TC26 12 2 x 6 top plate 5-1/2 1-5/8 5 10d x 1-1/2 6 10d x 1-1/2 550 1525 2.45 6.78 390 1085 1.73 4.83<br />

STC28 TC28 12 2 x 8 top plate 7-1/4 1-5/8 5 10d x 1-1/2 6 10d x 1-1/2 550 1525 2.45 6.78 390 1085 1.73 4.83<br />

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.<br />

2) Minimum nail embedment shall be 8 nail diameters (typ).<br />

3) NAILS: <br />

FLOOR TRUSS CLIPS – FTC SERIES<br />

The FTC slides easily onto the top or bottom chord and provides a guide to<br />

help position and support the second truss during assembly.<br />

Materials:<br />

Finish:<br />

Codes:<br />

18 gauge<br />

G90 galvanizing<br />

Factored resistances are derived from data submitted<br />

to various North American building code evaluators<br />

and are in accordance with CSA O86-09.<br />

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

• Use all specified fasteners. See Product <strong>Notes</strong>, page 10.<br />

• The truss designer must determine the number of clips required<br />

and the spacing between clips based on loading conditions.<br />

Concentrated Load condition (side-loaded onto a 2-ply truss):<br />

• The FTC clips shall be installed in pairs, or multiples of two, on<br />

either side of, and within 12" of a concentrated load.<br />

4 3 /8˝<br />

• Divide half of the concentrated load by the clip capacity to<br />

determine the number of clips required.<br />

Example:<br />

Concentrated load = 3000 lbs. FTC1 capacity (DF-L) = 1245 lbs<br />

1<br />

⁄2 (3000 lbs)<br />

= 1.2 = 2 clips<br />

1245 lbs<br />

Install two FTC1 clips, one on each side of, and within 12" of the<br />

concentrated load.<br />

Uniform Load condition (side-loaded onto a 2-ply truss):<br />

• To transfer uniform loads to the second ply, the FTC clips shall be<br />

installed at a regular interval along the loaded chord. Spacing<br />

between clips is limited to 24" maximum.<br />

• Divide the clip capacity by half of the required load per lineal foot<br />

(PLF) to determine the spacing between clips.<br />

Example:<br />

Uniformly distributed load = 500 PLF. FTC1 capacity (DF-L) = 1245 lbs<br />

1245 lbs<br />

1<br />

= 4.98' spacing<br />

⁄2 (500 PLF)<br />

Space clips at 24" (MAX) along the loaded chord.<br />

4 3 /8˝<br />

W 1<br />

H<br />

2˝ 1 1 /8˝<br />

FTC<br />

6 1 /16˝<br />

W 2<br />

3 1 /16˝<br />

2 1 /16˝<br />

F 1<br />

Typical STC<br />

installation<br />

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

• Use all specified fasteners.<br />

See Product <strong>Notes</strong>, page 10.<br />

• When installing, do not fully set<br />

nails.<br />

• Locate nails into the center of<br />

slots to allow for horizontal<br />

movement.<br />

Step 1 Step 2<br />

Typical FTC2F retrofit installation<br />

Dimensions (in) Fastener Schedule 2,4 Factored Maximum Transfer Resistance 1,3<br />

Truss <strong>USP</strong><br />

Steel<br />

DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN)<br />

7 5/8˝<br />

Size Stock No. Ref. No. Gauge W1 W2 H Qty Type 100% 100% 100% 100%<br />

4<br />

3 x 2 FTC32 -- -- 18 2-1/2 2-1/16 1-1/2 10 10d x 1-1/2 980 4.36 850 3.78<br />

3/8˝<br />

FTC1 -- -- 18 3-1/2 3-1/16 1-1/2 10 10d x 1-1/2 1245 5.54 1080 4.80<br />

4 x 2<br />

2 1/16˝<br />

FTC1F -- -- 18 3-1/16 -- -- 4-3/8 10 10d x 1-1/2 1245 5.54 1080 4.80<br />

FTC2 -- -- 18 3-1/2 3-1/16 3 10 10d 1245 5.54 1080 4.80<br />

(2) 4 x 2<br />

FTC2F -- -- 18 3-1/16 -- -- 4-3/8 10 10d 1245 5.54 1080 4.80<br />

3 1/16˝<br />

1) Factored transfer resistances are for 100% floor load, and shall not be increased for short term load duration.<br />

2) Minimum nail embedment shall be 8 nail diameters (typ).<br />

FTC2F<br />

3) Truss designer shall determine the number of clips for concentrated loads and the spacing for uniform loads.<br />

4) NAILS:<br />

New products or updated product information are designated in red font.<br />

1-800-328-5934 • www.<strong>USP</strong>connectors.com 177<br />

<strong>USP</strong>2240-131<br />

W 2<br />

W 1<br />

1 1/4˝ slots<br />

STC<br />

FTC1F<br />

Typical FTC<br />

installation<br />

Typical FTC<br />

2 ply metal web<br />

truss installation<br />

Plated Truss

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