Installation Notes - USP Connectors
Installation Notes - USP Connectors
Installation Notes - USP Connectors
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Girder Tiedowns – HUGT series<br />
The HUGT series high uplift girder tiedowns can be installed on<br />
beams and top chords of trusses with slopes from 0° to 34°.<br />
Truss & Rafter<br />
Materials: 7 gauge<br />
Finish: <strong>USP</strong> primer<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>, page 10.<br />
• Install the HUGT over the beam or truss (see “W” dimension<br />
on chart for appropriate width).<br />
• Install (4) LBP58-TZ washers if (2) 5/8˝ tension bolts are<br />
used (wood installation) or (2) 3/4˝ dia. washers if a 3/4˝ dia.<br />
anchor bolt is used (concrete installation).<br />
• Attached members shall be designed to resist applied loads.<br />
• Moisture barrier may be required.<br />
Concrete <strong>Installation</strong><br />
(2) 3 /4˝ washers are<br />
required if 3 /4˝ dia. bolt is<br />
used (washer not included)<br />
Wood <strong>Installation</strong><br />
(4) LBP58-TZ washers<br />
are required if 5 /8˝ dia.<br />
bolt is used (washer not<br />
included) see chart on<br />
this page<br />
HTT5<br />
(not included)<br />
see page 45<br />
Typical HUGT3<br />
wood-to-wood<br />
installation<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
Typical HUGT2<br />
wood-to-concrete<br />
installation<br />
2 7 /8˝<br />
4˝<br />
W<br />
2 3 /16˝<br />
HUGT<br />
<strong>USP</strong><br />
Stock No.<br />
HUGT2<br />
HUGT3<br />
HUGT4<br />
Fastener Schedule 3<br />
Factored Uplift Resistance (115%) 1,2<br />
O.C. Dim<br />
W<br />
Anchor Washers Threaded Rod DF-L<br />
S-P-F<br />
Steel<br />
Between <strong>Installation</strong><br />
Girder 4,6<br />
Ref. No. Gauge (in) Anchors (in) Type Qty Type Qty Dia. Qty Type Lbs kN Lbs kN<br />
HGT-2<br />
HGT-3<br />
HGT-4<br />
7<br />
7<br />
7<br />
3-5/16<br />
4-15/16<br />
6-7/8<br />
5-3/4<br />
7-3/8<br />
9<br />
Wood<br />
Wood<br />
Wood<br />
4<br />
4<br />
4<br />
LBP58-TZ<br />
LBP58-TZ<br />
LBP58-TZ<br />
2<br />
2<br />
2<br />
5/8<br />
5/8<br />
5/8<br />
Concrete<br />
Concrete<br />
Concrete<br />
-- --<br />
-- --<br />
-- --<br />
-- --<br />
-- --<br />
-- --<br />
2<br />
2<br />
2<br />
3/4<br />
3/4<br />
3/4<br />
8<br />
8<br />
8<br />
10d<br />
10d<br />
10d<br />
18575<br />
18575<br />
18575<br />
82.63<br />
82.63<br />
82.63<br />
9365<br />
9365<br />
9365<br />
41.66<br />
41.66<br />
41.66<br />
1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed.<br />
2) Factored resistances apply where roof pitch is between 3:12 and 8:12.<br />
3) Additional anchorage products to be designed by others.<br />
4) Minimum nail embedment shall be 8 nail diameters (typ.).<br />
5) Designer must specify anchor bolt type, length, and embedment.<br />
6) NAILS<br />
156<br />
1-800-328-5934 • www.<strong>USP</strong>connectors.com
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