EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
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Hip/Jack <strong>Connectors</strong> – HHC, HJC, HJHC, & HTHJ series<br />
HHC – Designed to support 1 ply hip and jack truss/rafters. Contact <strong>USP</strong> when<br />
using multi-ply applications.<br />
HJHC – Allows for hip/hip support and hip/ jack/hip installations.<br />
HJC & HTHJ – Used to simultaneously hang a combination of hips and jacks off<br />
girder trusses. These hangers fit both left-hand and right-hand applications.<br />
An open back design allows for retrofit installations.<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
Materials: HHC, HJC, & HJHC – 12 gauge;<br />
HTHJ –18 gauge<br />
Finish: G90 galvanizing<br />
Codes: Load values are derived from data submitted to various North<br />
American building code evaluators.<br />
Installation:<br />
• Use all specified fasteners. See Product Notes, page 10.<br />
45º 45º<br />
Typical HJC/HTHJ<br />
installation top view<br />
45º 45º 45º 45º<br />
Typical HHC<br />
installation top view<br />
Typical HJC/HTHJ<br />
installation<br />
Typical HJHC<br />
installation top view<br />
Plated Truss<br />
H<br />
H<br />
H<br />
H<br />
6˝<br />
3 1 /4˝<br />
9˝<br />
3 1 /4˝<br />
10 1 /2˝<br />
3 1 /4˝<br />
5 7 /8˝<br />
5˝<br />
HJC<br />
HHC<br />
HJHC<br />
HTHJ<br />
Carrying Member<br />
Fastener Schedule 3,4<br />
Carried Member<br />
DF-L (Lbs)<br />
Factored Resistance 2<br />
DF-L (kN)<br />
<strong>USP</strong><br />
Steel H<br />
per Hip per Jack Vertical Uplift 1 Vertical Uplift 1 Vertical Uplift 1 Vertical Uplift 1<br />
Description Stock No. Ref. No. Gauge (in) Qty Type Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%<br />
LTHJA26,<br />
2 x 6 right / left HJC26 THJA26, 12 5-3/8 16 16d 5 10d 7 10d 5740 3070 25.53 13.66 4075 2180 18.13 9.70<br />
THJU26<br />
2 x 8 right / left HJC28 -- -- 12 7-1/8 20 16d 6 10d 8 10d 5740 3070 25.53 13.66 4075 2180 18.13 9.70<br />
2 x 6 terminal HHC26<br />
LTHJA26,<br />
THJA26<br />
12 5-7/16 20 16d 5 10d -- -- -- -- 4235 2075 18.84 9.23 3660 1810 16.28 8.05<br />
2 x 8 terminal HHC28 -- -- 12 7-3/16 24 16d 6 10d -- -- -- -- 5085 2490 22.62 11.08 4390 2175 19.53 9.68<br />
2 x 6 terminal HJHC26 -- -- 12 5-7/16 20 16d 5 10d 2 10d 4235 2075 18.84 9.23 3660 1810 16.28 8.05<br />
2 x 8 terminal HJHC28 -- -- 12 7-3/16 24 16d 6 10d 2 10d 5085 2490 22.62 11.08 4390 2175 19.53 9.68<br />
2 x 6 terminal HTHJ26-18 -- -- 18 5 16 16d 7 16d 5 16d 4375 1125 19.46 5.00 3105 800 13.81 3.56<br />
1) Factored uplift 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) Loading published for total load of hip / jack connection.<br />
3) Minimum nail embedment shall be 8 nail diameters (typ).<br />
4) NAILS<br />
S-P-F<br />
S-P-F (kN)<br />
HJC Specialty Options Chart<br />
Option<br />
Range<br />
Factored<br />
Resistance<br />
Ordering<br />
Hip Truss Skew<br />
<br />
<br />
<br />
<br />
<br />
Varies<br />
8˝ max. width<br />
HJC (skewed)<br />
3 1 /4˝<br />
H<br />
Specify angle<br />
(60° max)<br />
Typical HJC (skewed) installation<br />
with alternate skew angle top view<br />
1-800-328-5934 • www.<strong>USP</strong>connectors.com 173<br />
<strong>USP</strong>2240-131
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